57
19. Landslide cross section 445

19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

19. Landslide cross section

445

Page 2: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

446

Page 3: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

447

Page 4: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

448

Page 5: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

449

Page 6: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

450

Page 7: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

H.W.L

L.W.L

H.W.L

slic

kens

ide

slic

kens

ide

slic

kens

ide

slic

kens

ide

3004.86

colluvial deposite(with artificial embankment)

old

top

so

il

Tuffaceous mud-medium tuff

slic

kens

ide

(25.

1m to

25.

6m)

slic

kens

ide

(27.

55m

43

°sl

icke

nsid

e (2

8.28

m to

29.

00m

)

451

Page 8: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

very

wea

k si

lty la

yer

(32.

45m

to 3

2.55

m)

very

wea

k si

lty la

yer

(32.

45m

to 3

2.55

m)

cohe

sive

soi

l

2.5

35.0

Limestonecolluvial deposit

452

Page 9: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

rubb

le c

ore

(3.8

m to

5.1

5m)

little

tilt

on in

clin

omet

er (5

.5m

to 6

.0m

)

clay

(10.

65m

to 1

1.00

m)

little

tilt

on in

clin

omet

er (8

.5m

)

rubb

le c

ore

cont

ain

clay

(1

4.4m

to 1

9.5m

)

rubb

le c

ore

cont

ain

clay

(21.

0m to

21.

85m

)

rubb

le c

ore

cont

ain

clay

(23.

7m to

24.

3m)

rubb

le c

ore

cont

ain

woo

d (2

5.3m

to 2

5.7m

)

rubb

le c

ore

cont

ain

clay

(27.

3m to

27.

7m)

rubb

le c

ore

cont

ain

clay

(27.

95m

to 2

8.55

m)

artif

icia

lem

bank

-men

t colluvial deposite

slic

kens

ide

(70°

) (3

0.90

m to

31.

10m

)

Limestonew

eak

mud

laye

r (3

9.45

m to

39.

78m

)

tilt o

n in

clin

omet

er (8

.5m

to 9

.5m

)

453

Page 10: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

colluvial deposite

top

soil

artif

icia

lem

bank

-men

t colluvial deposite

grat

ed s

hale

(27.

90m

to 2

8.10

m)

Shale-silte alternation

Lim

e-s

tone

MudstoneShale-silte alternation Sandstone

wat

er le

vel g

age

can'

t th

roug

h(19

.2m

)

Shale-silte alternation

dist

urbe

d so

il (1

4.35

m to

14.

45m

)

454

Page 11: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

artif

icia

lem

bank

-men

t colluvial deposite

grat

ed s

hale

(27.

90m

to 2

8.10

m)

Shale-silte alternation

Lim

e-s

tone

MudstoneShale-silte alternation Sandstone

wat

er le

vel g

age

can'

t th

roug

h(19

.2m

)

455

Page 12: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

top

soil colluvial deposit

rubb

le c

ore

with

cla

y(2

0.20

m to

20.

40m

)

Shale-silte alternation

artif

icia

lem

bank

-men

t colluvial deposite

grat

ed s

hale

(27.

90m

to 2

8.10

m)

Shale-silte alternation

Lim

e-s

tone

MudstoneShale-silte alternation Sandstone

wat

er le

vel g

age

can'

t th

roug

h(19

.2m

)

456

Page 13: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

457

Page 14: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

458

Page 15: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

20. Laboratory test

459

Page 16: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

460

Page 17: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

461

Page 18: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

462

Page 19: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

463

Page 20: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

464

Page 21: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

465

Page 22: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

466

Page 23: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

467

Page 24: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

468

Page 25: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

469

Page 26: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

470

Page 27: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

471

Page 28: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

472

Page 29: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

473

Page 30: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

474

Page 31: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

475

Page 32: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

476

Page 33: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

477

Page 34: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

478

Page 35: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

479

Page 36: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

480

Page 37: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

481

Page 38: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

482

Page 39: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

483

Page 40: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

484

Page 41: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

21. Questionnaire and its result of technical transfer workshop

485

Page 42: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

486

Page 43: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Name: Please choose on ONE option each question about this workshop. Q1. Do you think that you are satisfied with this workshop?

□ Extremely □ Think so □ I don’t think so □ Not at all

Q2. Do you think that you understand contents of this workshop?

□ Extremely □ Think so □ I don’t think so □ Not at all

Q3. Do you think that this workshop is useful for your future work?

□ Extremely □ Think so □ I don’t think so □ Not at all

Q4. How was the time management of this workshop?

□ Too long □ Good □ Too short

Q5. If you have any comments, please let us know.

That’s all for this questionnaire. Thank you for your cooperation!

Questionnaire of the workshop

487

Page 44: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Questionnaire summary of workshop for the landslide, debris flow and rock fall analysis

Date 25 February 2011 (after the workshop) Place Venue of the workshop (JICA project office in GSE) Respondent Participants of the GIS workshop: 9 Style Distribution of the questionnaires sheets when the workshop finished.

Answering each question (choice type x 4, free description type x 4) by writing down.Collection the questionnaires sheets on the venue.

Q1. Do you think that you are satisfied with this workshop?

Option Count Ratio [%] Extremely 4 44.4 Think so 5 55.6 I don’t think so 0 0.0 Not at all 0 0.0

4 5 00

0% 25% 50% 75% 100%

Legend: □Extremely ■Think so ■I don’t think so ■Not at all

Q2. Do you think that you understand contents of this workshop?

Option Count Ratio [%] Extremely 3 33.3 Think so 6 66.7 I don’t think so 0 0.0 Not at all 0 0.0

3 6 00

0% 25% 50% 75% 100%

Legend: □Extremely ■Think so ■I don’t think so ■Not at all

Q3. Do you think that this workshop is useful for your future work?

Option Count Ratio [%] Extremely 7 77.8 Think so 2 22.2 I don’t think so 0 0.0 Not at all 0 0.0

7 2 00

0% 25% 50% 75% 100%

Legend: □Extremely ■Think so ■I don’t think so ■Not at all

Q4. How was the time management of this workshop?

Option Count Ratio [%] Suitable 0 0.0 Long 9 100.0 Short 0 0.0

0 9 0

0% 25% 50% 75% 100%

Legend: □Suitable ■Long ■Short

488

Page 45: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Q5. If you have any comments, please let us know.

- This is a good demonstration/workshop I hope that the problem of the Abay landslide will be solved by you

- There is a lot of work to be done in these area, so please keep up - Keep it up! I hope next time you will give us new ideas and more interesting applications! - The time coverage for practical session is so short. Please give it more time - Please give enough time for detail practical session so far so good with your work, I’m satisfied - It is better to continue similar sessions in the future too - Your effort is highly appreciated. But, I want to get involved more on practical work on the

field. - Everything was good and we still need more practical exercise. Thanks also.

489

Page 46: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Questionnaire summary of workshop for GIS

Date 18 March 2011 (after the workshop) Place Venue of the workshop (JICA project office in GSE)

Respondent Participants of the GIS workshop: 9 Style Distribution of the questionnaires sheets when the workshop finished.

Answering each question (choice type x 4, free description type x 4) by writing down. Collection the questionnaires sheets on the venue.

Q1. Do you think that you are satisfied with this workshop?

Option Count Ratio [%] Extremely 9 81.8 Think so 2 18.2 I don’t think so 0 0.0 Not at all 0 0.0

9 2 00

0% 25% 50% 75% 100%

Legend: □Extremely ■Think so ■I don’t think so■Not at all

Q2. Do you think that you understand contents of this workshop?

Option Count Ratio [%] Extremely 8 72.7 Think so 3 27.3 I don’t think so 0 0.0 Not at all 0 0.0

8 3 00

0% 25% 50% 75% 100%

Legend: □Extremely ■Think so ■I don’t think so■Not at all

Q3. Do you think that this workshop is useful for your future work?

Option Count Ratio [%] Extremely 10 90.9 Think so 1 9.1 I don’t think so 0 0.0 Not at all 0 0.0

10 1 00

0% 25% 50% 75% 100%

Legend: □Extremely ■Think so ■I don’t think so■Not at all

Q4. How was the time management of this workshop?

Option Count Ratio [%] Suitable 0 0.0 Long 11 100.0 Short 0 0.0

0 11 0

0% 25% 50% 75% 100%

Legend: □Suitable ■Long ■Short

490

Page 47: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Q5. If you have any comments, please let us know.

- I found the workshop one of the most useful training of my career. It was clear. I highly appreciate the trainer’s effort to clarify the contents of the workshop. Please keep it up thank you! Hope you prepare another training.

- Thanks for the trainer for his wonderful presentation. - Thanks you very much, I am sorry for your country crisis, which occurred in Friday earthquake. - The workshop was short and nice as wall as brief & thanks for all. - This GIS workshop by Mr. Gonai is extremely good, in explaining the course matter, the course

content, GIS in the beautiful manner, thank you so much. - First of all I would like to thanks for the wonderful presentation regarding today’s program. It

would be good for us if we took at least 2 days and practice it more keep it up! - it is good that this type of workshop training could be continue thanks very much. - I am very happy and satisfied for your workshop. So I don't have comments. - Try to do the same thing at another time also. - I need more exercise. I need to go over again. My GIS must be updated. - More practices related to landslide analysis using GIS.

491

Page 48: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

486

Page 49: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

22. Capacity assessment questionnaire sheet

Page 50: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Age: 28 Date: November 2011

ITEM REMARKSBasic Investigation General Geological Experiences A=no knowledge B=know mechanism C=partly involved D=experienced E=expertized TOTAL

1 Geological Field Reconnaissance 32 Geological Mapping 33 Drill Core Logging 34 Geophysical Sounding 15 Geomorphological Survey (Topo Survey) 06 Soil/Rock Test 17 Microscopic Observation (transparent, reflection) 18 Remote Sensing 19 Hydrological survey 1

10 Other activitiy (Pls. Specify )Landslide/rock fall/ Landslide Related Activities A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizeddebrisflow 1 Stereographic Observation (Arial Photo Interpretation) 2Identification 2 Topographic Observation (Landslide Topo Identification) 2

3 Landslide Anomaly Survey (cracks, crests, toe accumulation, etc.) 14 Sliding Plane Identification 15 Satelite Image Interpretation 06 Geological Survey (landlside, rock fall and debris flow) 37 Hazard Mapping (landlside, rock fall and debris flow) 18 Cross Sectional Interpretation of Landslide 09 Geophysical Interpretation on Landslide 0

10 Other methods (Pls. Specify ) 0Landslide Instruments A=never seen B=know mechanism C=used D=installed E=data collectedMonitoring 1 Borehole Inclinometer

2 Pipe strain gauge 13 Extensometer (Surface type) 24 Extensometer (Borehole type) 25 Groundwater measurement 26 Global Positioning System (GPS) 27 Nuk-ita (Wooden Extensometer) 08 Total station 09 Rain gauge 2

10 Other devices (Pls. Specify ) 0Landslide Data compilation and Analysis A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedData Collection 1 Compilation and graph out of Inclinometer data 1Stability Analysis 2 Compilation and graph out of extensometer data 1

3 Compilation and graph out of Inclinometer data 14 Setting of soil parameter (ie., cohesion & internal friction angle) 15 Slope Stability Analysis (Modifeid Fellenius Method) 16 Slope Stability Analysis (Bishop Method) 17 Safety Factor Assumption 18 Rock fall Analysis 29 Debris flow Analysis 2

10 Other analysis methods (Pls. Specify ) 0Landslide Countermeasures A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedCountermeasures 1 Surface Drainage

2 Groundwater Lowering Method 03 Crest soil mobalization 04 Toe Embankment 05 Retaining Wall 06 Pile 07 Anchor 08 Horizontal Drilling 09 Geosynthetics 0

10 Other methods (Pls. Specify ) 0

QUESTIONNAIRE A

SPECIFIC ITEMS ANSWER( Please Check )

Name: BIRUK ABEL Speciality : ENGINEERING GEOLOGIST

Age: 28 Date: November 2011

ITEMS REMARKSLandslide 1 Installation of InstrumentsMonitoring 1 Have you formulated monitoring plan before?

3 How do you plan data collection interval?4 How often you make the maintenance of instruments?5 Who will be responsible for the maintenance of operation?6 What action will be made if instruments are not functioning?7 Where the instruments will be maintenance?

2 General Question1 What do you think the purpose of monitoring landslide?2 Related to Q1, who will get the benefits of monitoring?

3 Do you have high intention to work on monitoring?4 If the instruments broken, how do you repair the instruments?5 How do you assure the security of instruments?

Landslide 1 Risk AssessmentCountermeasures, 1 How do you define the risk on landslide?Risk Assessment and 2 Do you have a system of risk assessment?Emergency Response 3 Do you inform the risk of landslide to the public?

2 Emergency Response1 When do you define as emergency situation?2 For effective emergency alert, what is the priority action?3 What do you require for the emergency action?4 Do you have the emergency action manuals for geohazard?

Personal records and General Questions 1 Academic background

2 Specialties3 How many years belong to GSE?4 What is your main role in GSE?5 What kind of training course did you participate? GIS and Remote Sensing 6 What kind of skill and knowledge do you get? Different landlside analysis and hazard mapping techniques7 What do you expect for this project?8 What do you think the future response of GSE for geohazards?7 What will be your role as a landslide expert for the future?

Please fill in simple sentence (if you could answer)

The community in general

SPECIFIC INTERVIEW ANSWER( Please Check )

Name: BIRUK ABEL Speciality : Engineering Geologist

QUESTIONNAIRE B

NO

NOPlease fill in simple sentence (if you could answer)

proper installation and utilization of the instrumentsBased on the company's manual and contacting the expert on thisYes

To predict the behaviour of landslide and forecasting landslide potential

Please fill in simple sentence (if you could answer)To identify where landslide are more likely to occurNo

Please fill in simple sentence (if you could answer)

From now onwards I will use my new knowledge and skill obtained from the project in different

Five yearsMaking Geological and Engineering Geological Survey and preparing technical reports

Please fill in simple sentence

Geology

I will expect new skills and knowledge in landslide analysis surveyAs an instituion GSE is responsible for different Geo-hazard prone areas in the country and mo

BSC Degree in Earth Sciences

Page 51: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Age: 29 Date: November 2011

ITEM REMARKSBasic Investigation General Geological Experiences A=no knowledge B=know mechanism C=partly involved D=experienced E=expertized TOTAL

1 Geological Field Reconnaissance 02 Geological Mapping 03 Drill Core Logging 04 Geophysical Sounding 05 Geomorphological Survey (Topo Survey) 06 Soil/Rock Test 07 Microscopic Observation (transparent, reflection) 08 Remote Sensing 09 Hydrological survey 0

10 Other activitiy (Pls. Specify )Landslide/rock fall/ Landslide Related Activities A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizeddebrisflow 1 Stereographic Observation (Arial Photo Interpretation) 0Identification 2 Topographic Observation (Landslide Topo Identification) 0

3 Landslide Anomaly Survey (cracks, crests, toe accumulation, etc 04 Sliding Plane Identification 05 Satelite Image Interpretation 06 Geological Survey (landlside, rock fall and debris flow) 07 Hazard Mapping (landlside, rock fall and debris flow) 08 Cross Sectional Interpretation of Landslide 09 Geophysical Interpretation on Landslide 0

10 Other methods (Pls. Specify ) 0Landslide Instruments A=never seen B=know mechanism C=used D=installed E=data collectedMonitoring 1 Borehole Inclinometer 0

2 Pipe strain gauge 03 Extensometer (Surface type) 04 Extensometer (Borehole type) 05 Groundwater measurement 06 Global Positioning System (GPS) 07 Nuk-ita (Wooden Extensometer) 08 Total station 09 Rain gauge 0

10 Other devices (Pls. Specify ) 0Landslide Data compilation and Analysis A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedData Collection 1 Compilation and graph out of Inclinometer data 0Stability Analysis 2 Compilation and graph out of extensometer data 0

3 Compilation and graph out of Inclinometer data 04 Setting of soil parameter (ie., cohesion & internal friction angle) 05 Slope Stability Analysis (Modifeid Fellenius Method) 06 Slope Stability Analysis (Bishop Method) 07 Safety Factor Assumption 08 Rock fall Analysis 09 Debris flow Analysis 0

10 Other analysis methods (Pls. Specify ) 0 0Landslide Countermeasures A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedCountermeasures 1 Surface Drainage 0

2 Groundwater Lowering Method 03 Crest soil mobalization 04 Toe Embankment 05 Retaining Wall 06 Pile 07 Anchor 08 Horizontal Drilling 09 Geosynthetics 0

10 Other methods (Pls. Specify ) 0

QUESTIONNAIRE A

SPECIFIC ITEMS ANSWER( Please Check )

Name: HABTAMU ESHETU Speciality : JUNIOR GEOLOGIST

Age: Date: November 2011

ITEMS REMARKSLandslide 1 Installation of InstrumentsMonitoring 1 Have you formulated monitoring plan before?

3 How do you plan data collection interval?4 How often you make the maintenance of instruments?5 Who will be responsible for the maintenance of operation?6 What action will be made if instruments are not functioning?7 Where the instruments will be maintenance?

2 General Question1 What do you think the purpose of monitoring landslide?2 Related to Q1, who will get the benefits of monitoring?

3 Do you have high intention to work on monitoring?4 If the instruments broken, how do you repair the instruments?5 How do you assure the security of instruments?

Landslide 1 Risk AssessmentCountermeasures, 1 How do you define the risk on landslide?Risk Assessment and 2 Do you have a system of risk assessment?Emergency Response 3 Do you inform the risk of landslide to the public?

2 Emergency Response1 When do you define as emergency situation?2 For effective emergency alert, what is the priority action?3 What do you require for the emergency action?4 Do you have the emergency action manuals for geohazard?

Personal records and General Questions 1 Academic background

2 Specialties3 How many years belong to GSE?4 What is your main role in GSE?5 What kind of training course did you participate? GIS, Slope Stability Analysis6 What kind of skill and knowledge do you get? I've learned/upgraded my knowldege ofGIS & able to know mechanism of slope stability analysis7 What do you expect for this project? nowledge and skill transfer to C/P8 What do you think the future response of GSE for geohazards?7 What will be your role as a landslide expert for the future? Evaluation, Monitoring& landlside, give/propose remedial measures, analyse slope stability

1 year and 4 monthesCollecting field data

Please fill in simple sentence

Applied Geology

Hopefully GSE will be the main Geohazard investigation center in the country

BSC in Applied Geology

Monitoring of the hazards & informing the public rainsing awareness

Please fill in simple sentence (if you could answer)Amount and hazard caused by landsliding No

Please fill in simple sentence (if you could answer)

I don't have

I haven't told beforePlease fill in simple sentence (if you could answer)When high and long rainfall period occurs in landslide prone areas

by using properly and keeping them safely

I'm not sure instrument maintenance in Ethiopia

Media , mobile phones, etc

I try to read maintenanace manual and fix it

Please fill in simple sentence (if you could answer)

Government and public people are early warnedYes I do have

I don't know if it is present in EthiopiaMaintenance otherwise installing another instrument

NOPer two weeksImmediately (my opinion)

To understand the mechanism & landlside, depth, slip surface. To detect anount and depth of

ANSWER( Please Check )

Name: Speciality :

QUESTIONNAIRE B

SPECIFIC INTERVIEW

Page 52: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Age: 29 Date: November 2011

ITEM REMARKSBasic Investigation General Geological Experiences A=no knowledge B=know mechanism C=partly involved D=experienced E=expertized TOTAL

1 Geological Field Reconnaissance 02 Geological Mapping 03 Drill Core Logging 04 Geophysical Sounding 05 Geomorphological Survey (Topo Survey) 06 Soil/Rock Test 07 Microscopic Observation (transparent, reflection) 08 Remote Sensing 09 Hydrological survey 0

10 Other activitiy (Pls. Specify )Landslide/rock fall/ Landslide Related Activities A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizeddebrisflow 1 Stereographic Observation (Arial Photo Interpretation) 0Identification 2 Topographic Observation (Landslide Topo Identification) 0

3 Landslide Anomaly Survey (cracks, crests, toe accumulation, etc 04 Sliding Plane Identification 05 Satelite Image Interpretation 06 Geological Survey (landlside, rock fall and debris flow) 07 Hazard Mapping (landlside, rock fall and debris flow) 08 Cross Sectional Interpretation of Landslide 09 Geophysical Interpretation on Landslide 0

10 Other methods (Pls. Specify ) 0Landslide Instruments A=never seen B=know mechanism C=used D=installed E=data collectedMonitoring 1 Borehole Inclinometer 0

2 Pipe strain gauge 03 Extensometer (Surface type) 04 Extensometer (Borehole type) 05 Groundwater measurement 06 Global Positioning System (GPS) 07 Nuk-ita (Wooden Extensometer) 08 Total station 09 Rain gauge 0

10 Other devices (Pls. Specify ) 0Landslide Data compilation and Analysis A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedData Collection 1 Compilation and graph out of Inclinometer data 0Stability Analysis 2 Compilation and graph out of extensometer data 0

3 Compilation and graph out of Inclinometer data 04 Setting of soil parameter (ie., cohesion & internal friction angle) 05 Slope Stability Analysis (Modifeid Fellenius Method) 06 Slope Stability Analysis (Bishop Method) 07 Safety Factor Assumption 08 Rock fall Analysis 09 Debris flow Analysis 0

10 Other analysis methods (Pls. Specify ) 0 0Landslide Countermeasures A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedCountermeasures 1 Surface Drainage 0

2 Groundwater Lowering Method 03 Crest soil mobalization 04 Toe Embankment 05 Retaining Wall 06 Pile 07 Anchor 08 Horizontal Drilling 09 Geosynthetics 0

10 Other methods (Pls. Specify ) 0

QUESTIONNAIRE A

SPECIFIC ITEMS ANSWER( Please Check )

Name: LETA ALEMAYEHU Speciality : ENGINEERING GEOLOGIST

Age:29 Date: November 2011

ITEMS REMARKSLandslide 1 Installation of InstrumentsMonitoring 1 Have you formulated monitoring plan before?

3 How do you plan data collection interval?4 How often you make the maintenance of instruments?5 Who will be responsible for the maintenance of operation?6 What action will be made if instruments are not functioning?7 Where the instruments will be maintenance?

2 General Question1 What do you think the purpose of monitoring landslide?2 Related to Q1, who will get the benefits of monitoring?

3 Do you have high intention to work on monitoring?4 If the instruments broken, how do you repair the instruments?5 How do you assure the security of instruments?

Landslide 1 Risk AssessmentCountermeasures, 1 How do you define the risk on landslide?Risk Assessment and 2 Do you have a system of risk assessment?Emergency Response 3 Do you inform the risk of landslide to the public?

2 Emergency Response1 When do you define as emergency situation?2 For effective emergency alert, what is the priority action?3 What do you require for the emergency action?4 Do you have the emergency action manuals for geohazard?

Personal records and General Questions 1 Academic background

2 Specialties3 How many years belong to GSE?4 What is your main role in GSE?5 What kind of training course did you participate? ground water management and exploration6 What kind of skill and knowledge do you get? geophysical methods7 What do you expect for this project?8 What do you think the future response of GSE for geohazards?7 What will be your role as a landslide expert for the future? coordinating and participating

About 6 yearsMapping, site investigation, co-ordinating activities

Please fill in simple sentence

Geo-Environmental Engineering

practical experience for standard hazard study, countermeasuree for Abay landslidemore emphasis and confidence

Masters Degree in Geo-Environmental Engineering, Masters degree in GIS & RS, BSC in Geo

Monitoring and guidelines of work

Please fill in simple sentence (if you could answer)Based on elements at rist importanceNot systematic but sort of hazard type

Please fill in simple sentence (if you could answer)

None so far

Only to professionals on technical meetingsPlease fill in simple sentence (if you could answer)In case of people casuality and extensive landslide occurance

By hiring local guards for minimal wage

At GSE IT department

guideline, policy, monitoring and dissiminating facility

Following the available manual or by consulting the manufacturer

Please fill in simple sentence (if you could answer)

Geologist working in studying for counter measure of landlideYes

myselfDiagnosis/trouble shoot by professional technician

No except the one in the current projectDepending on dynamicity of targetdepending on wearing of equipment

To understand mechanism, cause, and extend of landslide

ANSWER( Please Check )

Name: LETA ALEMAYEHU Speciality : ENGINEERING GEOLOGIST

QUESTIONNAIRE B

SPECIFIC INTERVIEW

Page 53: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Age: 32 Date: November 2011

ITEM REMARKSBasic Investigation General Geological Experiences A=no knowledge B=know mechanism C=partly involved D=experienced E=expertized TOTAL

1 Geological Field Reconnaissance 32 Geological Mapping 13 Drill Core Logging 14 Geophysical Sounding 45 Geomorphological Survey (Topo Survey) 16 Soil/Rock Test 17 Microscopic Observation (transparent, reflection) 28 Remote Sensing 39 Hydrological survey 3

10 Other activitiy (Pls. Specify )Landslide/rock fall/ Landslide Related Activities A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizeddebrisflow 1 Stereographic Observation (Arial Photo Interpretation) 1Identification 2 Topographic Observation (Landslide Topo Identification) 1

3 Landslide Anomaly Survey (cracks, crests, toe accumulation, etc.) 14 Sliding Plane Identification 25 Satelite Image Interpretation 16 Geological Survey (landlside, rock fall and debris flow) 27 Hazard Mapping (landlside, rock fall and debris flow) 18 Cross Sectional Interpretation of Landslide 19 Geophysical Interpretation on Landslide 3

10 Other methods (Pls. Specify ) 0Landslide Instruments A=never seen B=know mechanism C=used D=installed E=data collectedMonitoring 1 Borehole Inclinometer 1

2 Pipe strain gauge3 Extensometer (Surface type) 24 Extensometer (Borehole type) 15 Groundwater measurement 26 Global Positioning System (GPS) 47 Nuk-ita (Wooden Extensometer) 18 Total station 29 Rain gauge 1

10 Other devices (Pls. Specify )Landslide Data compilation and Analysis A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedData Collection 1 Compilation and graph out of Inclinometer data 0Stability Analysis 2 Compilation and graph out of extensometer data 0

3 Compilation and graph out of Inclinometer data 04 Setting of soil parameter (ie., cohesion & internal friction angle) 15 Slope Stability Analysis (Modifeid Fellenius Method) 16 Slope Stability Analysis (Bishop Method) 17 Safety Factor Assumption 18 Rock fall Analysis 19 Debris flow Analysis 1

10 Other analysis methods (Pls. Specify ) 0Landslide Countermeasures A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedCountermeasures 1 Surface Drainage 2

2 Groundwater Lowering Method 13 Crest soil mobalization 14 Toe Embankment 15 Retaining Wall 16 Pile 07 Anchor 18 Horizontal Drilling 29 Geosynthetics 2

10 Other methods (Pls. Specify ) 0

QUESTIONNAIRE A

SPECIFIC ITEMS ANSWER( Please Check )

Name: SISAY ALEMAYEHU Speciality : ENGINEERING GEOLOGIST

Age: Date: November 2011+K28

ITEMS REMARKSLandslide 1 Installation of InstrumentsMonitoring 1 Have you formulated monitoring plan before?

3 How do you plan data collection interval?4 How often you make the maintenance of instruments?5 Who will be responsible for the maintenance of operation?6 What action will be made if instruments are not functioning?7 Where the instruments will be maintenance?

2 General Question1 What do you think the purpose of monitoring landslide?2 Related to Q1, who will get the benefits of monitoring?

3 Do you have high intention to work on monitoring?4 If the instruments broken, how do you repair the instruments?5 How do you assure the security of instruments?

Landslide 1 Risk AssessmentCountermeasures, 1 How do you define the risk on landslide?Risk Assessment and 2 Do you have a system of risk assessment?Emergency Response 3 Do you inform the risk of landslide to the public?

2 Emergency Response1 When do you define as emergency situation?2 For effective emergency alert, what is the priority action?3 What do you require for the emergency action?4 Do you have the emergency action manuals for geohazard?

Personal records and General Questions 1 Academic background

2 Specialties3 How many years belong to GSE?4 What is your main role in GSE?5 What kind of training course did you participate? GIS, Remote Sensing, and others6 What kind of skill and knowledge do you get? Landslide mechanisms and how to use monitor7 What do you expect for this project?8 What do you think the future response of GSE for geohazards?7 What will be your role as a landslide expert for the future? To contribute all my knowledge inorder to help my country

Two years and seven monthsEngineering Geophysicts

Please fill in simple sentence

Seismology

To gain more knowledge so as to discharge into the projectTo cover all the area in Ethiopia by studying landslide

Please fill in simple sentence (if you could answer)

Yes

Please fill in simple sentence (if you could answer)

I don't think so

YesPlease fill in simple sentence (if you could answer)

To enable the evaluation of the amount of displacement of land

By keeping it in a safe place while using it

The company which produce the instrument

It is difficult but I tried not to break

MSC in Computational Science

QUESTIONNAIRE B

Please fill in simple sentence (if you could answer)

The respected local people and the government as wellYes

Geological Survey of EthiopiaConsult the experienced person

YesI involved in seismogram at 5m intervalSo far it works well

SPECIFIC INTERVIEW ANSWER( Please Check )

Name: Speciality :

Page 54: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Age: 42 Date: November 2011

ITEM REMARKSBasic Investigation General Geological Experiences A=no knowledge B=know mechanism C=partly involved D=experienced E=expertized TOTAL

1 Geological Field Reconnaissance2 Geological Mapping3 Drill Core Logging 14 Geophysical Sounding 45 Geomorphological Survey (Topo Survey)6 Soil/Rock Test7 Microscopic Observation (transparent, reflection) 18 Remote Sensing 19 Hydrological survey 2

10 Other activitiy (Pls. Specify ) 1Landslide/rock fall/ Landslide Related Activities A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizeddebrisflow 1 Stereographic Observation (Arial Photo Interpretation) 1Identification 2 Topographic Observation (Landslide Topo Identification) 3

3 Landslide Anomaly Survey (cracks, crests, toe accumulation, etc.) 24 Sliding Plane Identification 35 Satelite Image Interpretation 16 Geological Survey (landlside, rock fall and debris flow) 37 Hazard Mapping (landlside, rock fall and debris flow) 38 Cross Sectional Interpretation of Landslide 39 Geophysical Interpretation on Landslide 4

10 Other methods (Pls. Specify ) 0Landslide Instruments A=never seen B=know mechanism C=used D=installed E=data collectedMonitoring 1 Borehole Inclinometer 1

2 Pipe strain gauge 13 Extensometer (Surface type) 14 Extensometer (Borehole type) 15 Groundwater measurement 26 Global Positioning System (GPS) 47 Nuk-ita (Wooden Extensometer) 28 Total station 19 Rain gauge 2

10 Other devices (Pls. Specify ) 0Landslide Data compilation and Analysis A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedData Collection 1 Compilation and graph out of Inclinometer data 1Stability Analysis 2 Compilation and graph out of extensometer data 1

3 Compilation and graph out of Inclinometer data 14 Setting of soil parameter (ie., cohesion & internal friction angle) 15 Slope Stability Analysis (Modifeid Fellenius Method) 16 Slope Stability Analysis (Bishop Method) 17 Safety Factor Assumption 28 Rock fall Analysis 29 Debris flow Analysis 2

10 Other analysis methods (Pls. Specify ) 0Landslide Countermeasures A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedCountermeasures 1 Surface Drainage 3

2 Groundwater Lowering Method 33 Crest soil mobalization 34 Toe Embankment 35 Retaining Wall 36 Pile 37 Anchor 38 Horizontal Drilling 39 Geosynthetics 3

10 Other methods (Pls. Specify ) 0

Name: TADESSE LEMMA Speciality : ENGINEERING GEOPHYSICIST

QUESTIONNAIRE A

SPECIFIC ITEMS ANSWER( Please Check )

Age: Date: November 2011+K28

ITEMS REMARKSLandslide 1 Installation of InstrumentsMonitoring 1 Have you formulated monitoring plan before?

3 How do you plan data collection interval?4 How often you make the maintenance of instruments?5 Who will be responsible for the maintenance of operation?6 What action will be made if instruments are not functioning?7 Where the instruments will be maintenance?

2 General Question1 What do you think the purpose of monitoring landslide?2 Related to Q1, who will get the benefits of monitoring?

3 Do you have high intention to work on monitoring?4 If the instruments broken, how do you repair the instruments?5 How do you assure the security of instruments?

Landslide 1 Risk AssessmentCountermeasures, 1 How do you define the risk on landslide?Risk Assessment and 2 Do you have a system of risk assessment?Emergency Response 3 Do you inform the risk of landslide to the public?

2 Emergency Response1 When do you define as emergency situation?2 For effective emergency alert, what is the priority action?3 What do you require for the emergency action?4 Do you have the emergency action manuals for geohazard?

Personal records and General Questions 1 Academic background

2 Specialties3 How many years belong to GSE?4 What is your main role in GSE?5 What kind of training course did you participate? Landslide and Countermeasures6 What kind of skill and knowledge do you get? Enormous ( a lot)7 What do you expect for this project?8 What do you think the future response of GSE for geohazards?7 What will be your role as a landslide expert for the future?

Name: Speciality :

MSC in Engineering Geophysics

QUESTIONNAIRE B

Please fill in simple sentence (if you could answer)

The societyYes

I, myself

SPECIFIC INTERVIEW ANSWER( Please Check )

YesPlease fill in simple sentence (if you could answer)

Please fill in simple sentence (if you could answer)

Try to maintain them

NoAccording to the objective of the surveyWhenever the need arise

Informing hazardous situation before hand

10 yearsGroup or team leader

Evaluate people

Please fill in simple sentence (if you could answer)

Please fill in simple sentence

Engineering Geophysicist

High SuccessHigh

Page 55: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Age: 52 Date: November 2011

ITEM REMARKSBasic Investigation General Geological Experiences A=no knowledge B=know mechanism C=partly involved D=experienced E=expertized TOTAL

1 Geological Field Reconnaissance 32 Geological Mapping 33 Drill Core Logging 34 Geophysical Sounding 15 Geomorphological Survey (Topo Survey)6 Soil/Rock Test 07 Microscopic Observation (transparent, reflection) 38 Remote Sensing 1 39 Hydrological survey

10 Other activitiy (Pls. Specify ) 0Landslide/rock fall/ Landslide Related Activities A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizeddebrisflow 1 Stereographic Observation (Arial Photo Interpretation) 3Identification 2 Topographic Observation (Landslide Topo Identification) 2

3 Landslide Anomaly Survey (cracks, crests, toe accumulation, etc.) 24 Sliding Plane Identification 25 Satelite Image Interpretation 26 Geological Survey (landlside, rock fall and debris flow) 27 Hazard Mapping (landlside, rock fall and debris flow) 38 Cross Sectional Interpretation of Landslide 39 Geophysical Interpretation on Landslide 2

10 Other methods (Pls. Specify ) 0Landslide Instruments A=never seen B=know mechanism C=used D=installed E=data collectedMonitoring 1 Borehole Inclinometer 1

2 Pipe strain gauge 13 Extensometer (Surface type) 14 Extensometer (Borehole type) 15 Groundwater measurement 16 Global Positioning System (GPS) 27 Nuk-ita (Wooden Extensometer) 18 Total station 19 Rain gauge 1

10 Other devices (Pls. Specify ) 1Landslide Data compilation and Analysis A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedData Collection 1 Compilation and graph out of Inclinometer dataStability Analysis 2 Compilation and graph out of extensometer data

3 Compilation and graph out of Inclinometer data4 Setting of soil parameter (ie., cohesion & internal friction angle) 5 Slope Stability Analysis (Modifeid Fellenius Method)6 Slope Stability Analysis (Bishop Method)7 Safety Factor Assumption8 Rock fall Analysis9 Debris flow Analysis

10 Other analysis methods (Pls. Specify ) 0Landslide Countermeasures A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedCountermeasures 1 Surface Drainage 1

2 Groundwater Lowering Method 13 Crest soil mobalization 04 Toe Embankment 05 Retaining Wall 16 Pile 07 Anchor 18 Horizontal Drilling 19 Geosynthetics 0

10 Other methods (Pls. Specify ) 0

Name: TEKALIGNE TESFAYE Speciality : GEOLOGIST

QUESTIONNAIRE A

SPECIFIC ITEMS ANSWER( Please Check )

Age: Date: November 2011+K28

ITEMS REMARKSLandslide 1 Installation of InstrumentsMonitoring 1 Have you formulated monitoring plan before?

3 How do you plan data collection interval?4 How often you make the maintenance of instruments?5 Who will be responsible for the maintenance of operation?6 What action will be made if instruments are not functioning?7 Where the instruments will be maintenance?

2 General Question1 What do you think the purpose of monitoring landslide?2 Related to Q1, who will get the benefits of monitoring?

3 Do you have high intention to work on monitoring?4 If the instruments broken, how do you repair the instruments?5 How do you assure the security of instruments?

Landslide 1 Risk AssessmentCountermeasures, 1 How do you define the risk on landslide?Risk Assessment and 2 Do you have a system of risk assessment?Emergency Response 3 Do you inform the risk of landslide to the public?

2 Emergency Response1 When do you define as emergency situation?2 For effective emergency alert, what is the priority action?3 What do you require for the emergency action?4 Do you have the emergency action manuals for geohazard?

Personal records and General Questions 1 Academic background

2 Specialties3 How many years belong to GSE?4 What is your main role in GSE?5 What kind of training course did you participate? Exploration, Remote Sensing6 What kind of skill and knowledge do you get? Mapping, Exploration7 What do you expect for this project?8 What do you think the future response of GSE for geohazards?7 What will be your role as a landslide expert for the future?

Name: Speciality :

BA Degree in Geology

QUESTIONNAIRE B

Please fill in simple sentence (if you could answer)

People at vicinity, the communicty and the nationNo

The monitor

Proper placement, lubrication, careful fixing

At work place and abroad

SPECIFIC INTERVIEW ANSWER( Please Check )

No

NoPlease fill in simple sentence (if you could answer)When the landslide condition is uncontrollable

Please fill in simple sentence (if you could answer)

Preparedness to avoid life loss

Use manual, ask specialists

Quick Maintenance

NoEvery weekEvery year

Predict harzard, warning, stop the slide

Formulate simple ways of landslide anti-mechanisms

30 yearsAt present, Geo-hazard & Engineering geology work

Please fill in simple sentence (if you could answer)High and if left as it is continiousNo

Please fill in simple sentence

Mineral Exploration

Successful implementation of countermeasures that would be applied at other placeGSE is becoming moresensitive for geo-hazard

Page 56: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Age: 26 Date: November 2011

ITEM REMARKSBasic Investigation General Geological Experiences A=no knowledge B=know mechanism C=partly involved D=experienced E=expertized TOTAL

1 Geological Field Reconnaissance 02 Geological Mapping 3 Drill Core Logging4 Geophysical Sounding5 Geomorphological Survey (Topo Survey) 06 Soil/Rock Test 07 Microscopic Observation (transparent, reflection) 08 Remote Sensing 09 Hydrological survey 0

10 Other activitiy (Pls. Specify ) 0Landslide/rock fall/ Landslide Related Activities A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizeddebrisflow 1 Stereographic Observation (Arial Photo Interpretation) 0Identification 2 Topographic Observation (Landslide Topo Identification) 0

3 Landslide Anomaly Survey (cracks, crests, toe accumulation, etc 04 Sliding Plane Identification 05 Satelite Image Interpretation 06 Geological Survey (landlside, rock fall and debris flow)7 Hazard Mapping (landlside, rock fall and debris flow) 08 Cross Sectional Interpretation of Landslide 09 Geophysical Interpretation on Landslide 0

10 Other methods (Pls. Specify ) 0Landslide Instruments A=never seen B=know mechanism C=used D=installed E=data collectedMonitoring 1 Borehole Inclinometer 0

2 Pipe strain gauge 03 Extensometer (Surface type) 04 Extensometer (Borehole type) 05 Groundwater measurement 06 Global Positioning System (GPS)7 Nuk-ita (Wooden Extensometer) 08 Total station 09 Rain gauge

10 Other devices (Pls. Specify ) 0Landslide Data compilation and Analysis A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedData Collection 1 Compilation and graph out of Inclinometer data 0Stability Analysis 2 Compilation and graph out of extensometer data 0

3 Compilation and graph out of Inclinometer data 04 Setting of soil parameter (ie., cohesion & internal friction angle) 05 Slope Stability Analysis (Modifeid Fellenius Method) 06 Slope Stability Analysis (Bishop Method) 07 Safety Factor Assumption 08 Rock fall Analysis 09 Debris flow Analysis 0

10 Other analysis methods (Pls. Specify ) 0 0Landslide Countermeasures A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedCountermeasures 1 Surface Drainage 0

2 Groundwater Lowering Method 03 Crest soil mobalization 04 Toe Embankment 05 Retaining Wall 06 Pile 07 Anchor 08 Horizontal Drilling 09 Geosynthetics 0

10 Other methods (Pls. Specify ) 0

Name: YEWUBNESH BEKELE Speciality : Engineering Geologist

QUESTIONNAIRE A

SPECIFIC ITEMS ANSWER( Please Check )

Age: Date: November 2011+K28

ITEMS REMARKSLandslide 1 Installation of InstrumentsMonitoring 1 Have you formulated monitoring plan before?

3 How do you plan data collection interval?4 How often you make the maintenance of instruments?5 Who will be responsible for the maintenance of operation?6 What action will be made if instruments are not functioning?7 Where the instruments will be maintenance?

2 General Question1 What do you think the purpose of monitoring landslide?2 Related to Q1, who will get the benefits of monitoring?

3 Do you have high intention to work on monitoring?4 If the instruments broken, how do you repair the instruments?5 How do you assure the security of instruments?

Landslide 1 Risk AssessmentCountermeasures, 1 How do you define the risk on landslide?Risk Assessment and 2 Do you have a system of risk assessment?Emergency Response 3 Do you inform the risk of landslide to the public?

2 Emergency Response1 When do you define as emergency situation?2 For effective emergency alert, what is the priority action?3 What do you require for the emergency action?4 Do you have the emergency action manuals for geohazard?

Personal records and General Questions 1 Academic background

2 Specialties3 How many years belong to GSE?4 What is your main role in GSE?5 What kind of training course did you participate? GIS, Remote Sensing, Geomorphology6 What kind of skill and knowledge do you get? Utilitze different software, topography7 What do you expect for this project?8 What do you think the future response of GSE for geohazards?7 What will be your role as a landslide expert for the future?

Name: Speciality :

BA Degree in Geology

QUESTIONNAIRE B

Please fill in simple sentence (if you could answer)

All living things around the area, government, the wholesocietyYes

Responsible and qualified personnel

According to operational manual, using an indicator on the intrument

In the manufacturer's shop

SPECIFIC INTERVIEW ANSWER( Please Check )

Recently not but very necessary

YesPlease fill in simple sentence (if you could answer)From the survey result if there is predicor in the future

Please fill in simple sentence (if you could answer)

Exclude these which generate he situation

needs highly skilled specialists

Request to replace by functions according to the guarantee

NoAccording to the mainenance manualAccording to the maintenanace manual

To preclude the accident prehard

Exploiting effort and take remedial actions to the problems occurred pre-hand

3 yearsas Assistant Geologist

To train those people around the area

Please fill in simple sentence (if you could answer)A wide variety of process of result in the downward movement of slope formYes

Please fill in simple sentence

Geology

Short-term trainingsIt plays a great role in controlling hazards.

Page 57: 19. Landslide cross section · slickenside (28.28m to 29.00m) 451. $1 EQNNWXKCN FGR NKOG UVQPG * 9 . very weak silty layer (32.45m to 32.55m) 6TCXGN VKOG EWTXG CPF CPCN[VKECN FKCITCO

Age: Date: November 2011

ITEM REMARKSBasic Investigation General Geological Experiences A=no knowledge B=know mechanism C=partly involved D=experienced E=expertized TOTAL

1 Geological Field Reconnaissance 32 Geological Mapping 33 Drill Core Logging 24 Geophysical Sounding 15 Geomorphological Survey (Topo Survey) 36 Soil/Rock Test 37 Microscopic Observation (transparent, reflection) 38 Remote Sensing 29 Hydrological survey 1

10 Other activitiy (Pls. Specify ) 21Landslide/rock fall/ Landslide Related Activities A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizeddebrisflow 1 Stereographic Observation (Arial Photo Interpretation)Identification 2 Topographic Observation (Landslide Topo Identification) 0 0

3 Landslide Anomaly Survey (cracks, crests, toe accumulation, etc 0 04 Sliding Plane Identification 1 15 Satelite Image Interpretation 2 26 Geological Survey (landlside, rock fall and debris flow) 2 27 Hazard Mapping (landlside, rock fall and debris flow) 2 28 Cross Sectional Interpretation of Landslide 1 19 Geophysical Interpretation on Landslide 0 0

10 Other methods (Pls. Specify ) 0 2 6 8 16Landslide Instruments A=never seen B=know mechanism C=used D=installed E=data collectedMonitoring 1 Borehole Inclinometer 4

2 Pipe strain gauge 13 Extensometer (Surface type) 34 Extensometer (Borehole type)5 Groundwater measurement 46 Global Positioning System (GPS) 27 Nuk-ita (Wooden Extensometer)8 Total station9 Rain gauge 4

10 Other devices (Pls. Specify ) 1 2 3 12 18Landslide Data compilation and Analysis A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedData Collection 1 Compilation and graph out of Inclinometer data 0 0Stability Analysis 2 Compilation and graph out of extensometer data 0 0

3 Compilation and graph out of Inclinometer data 0 04 Setting of soil parameter (ie., cohesion & internal friction angle) 0 05 Slope Stability Analysis (Modifeid Fellenius Method) 0 06 Slope Stability Analysis (Bishop Method) 1 17 Safety Factor Assumption 1 18 Rock fall Analysis 0 09 Debris flow Analysis 0 0

10 Other analysis methods (Pls. Specify ) 0 0 0Landslide Countermeasures A=no knowledge B=know mechanism C=partly involved D=experienced E=expertizedCountermeasures 1 Surface Drainage 1

2 Groundwater Lowering Method 03 Crest soil mobalization 04 Toe Embankment 15 Retaining Wall 16 Pile 17 Anchor 18 Horizontal Drilling 19 Geosynthetics 0

10 Other methods (Pls. Specify ) 0

Name: ZULFA ABDURAHMAN Speciality : ENGINEERING GEOLOGIST

QUESTIONNAIRE A

SPECIFIC ITEMS ANSWER( Please Check )

Age: Date: November 2011+K28

ITEMS REMARKSLandslide 1 Installation of InstrumentsMonitoring 1 Have you formulated monitoring plan before?

3 How do you plan data collection interval?4 How often you make the maintenance of instruments?5 Who will be responsible for the maintenance of operation?6 What action will be made if instruments are not functioning?7 Where the instruments will be maintenance?

2 General Question1 What do you think the purpose of monitoring landslide?2 Related to Q1, who will get the benefits of monitoring?

3 Do you have high intention to work on monitoring?4 If the instruments broken, how do you repair the instruments?5 How do you assure the security of instruments?

Landslide 1 Risk AssessmentCountermeasures, 1 How do you define the risk on landslide?Risk Assessment and 2 Do you have a system of risk assessment?Emergency Response 3 Do you inform the risk of landslide to the public?

2 Emergency Response1 When do you define as emergency situation?2 For effective emergency alert, what is the priority action?3 What do you require for the emergency action?4 Do you have the emergency action manuals for geohazard?

Personal records and General Questions 1 Academic background

2 Specialties3 How many years belong to GSE?4 What is your main role in GSE?5 What kind of training course did you participate? Engineering Geology6 What kind of skill and knowledge do you get? Engineering Geology7 What do you expect for this project?8 What do you think the future response of GSE for geohazards?7 What will be your role as a landslide expert for the future?

Name: Speciality :

QUESTIONNAIRE B

Please fill in simple sentence (if you could answer)

GSE and EMAYes

SPECIFIC INTERVIEW ANSWER( Please Check )

Please fill in simple sentence (if you could answer)

Please fill in simple sentence (if you could answer)

NO

To take some countermeasures

3 yearsEngineering Geologist

Please fill in simple sentence (if you could answer)

Please fill in simple sentence

Knowledge and ExperienceBetter