7/30/2019 AktifToprBas-knyana

1/4

Project Subject Designer Date: 27/11/2012 Page 1

KPR HESAPLARI YANAL ZEMN BASINCI HESABI H. Hseyin TRKOLU

MONONABE-OKABE'YE GRE DEPREM HALNDE ZEMN BASINLARI"CALCULATION OF EARTH PRESSURE VALUE"

Lh = 1.2 m Hesap Genilii

H = 6.00 m Hesap Ykseklii 0.00m

D = 1.00 m Kazk ap

Gp = 117.8 kN Kazk zati arl

= 30 Zemin isel srtnme as

d = 19 kN/m Zemin birim hacim arl

qs = 57.28 kN/m Sraj yk (yap zerinde yayl)

= 0 ev as

= 0 Srtnme as

i = 0

Zpr = III Zemin profil tipi

S = 1.5 Blge katsays

A = 0.40 Etkin Yer vmesi Katsays (Axg)

SPC= C Ssmik Katagori

kh = 0.200 Yatay edeer deprem katsays

kv = 0.00 Dey edeer deprem katsays

= 11.31 Sismik atalat as

kh 0.58

Ka = 0.333 Statik aktif basn katsays

Kp = 3.000 Statik pasif basn katsays

Kae = 0.473 Toplam aktif statik basn katsays

Kpe = 2.629 Toplam pasif statik basn katsays

Kad = 0.140 Dinamik aktif basn katsays

pas = 45.60 kN/m Statik aktif toprak basnc

h' = 3.01 m Sraj yknn e deer dolgu ykseklii

qas = 22.91

kN/m Statik aktif sraj ykko=1-sinf= 0.50

pad = 23.93 kN/m Dinamik aktif toprak basnc Po= 57.00 kN/m2

qad = 28.85 kN/m Dinamik aktif sraj yk qo= 34.37 kN/m2

ppd = 11.78 kN/m Duvar kendi ktlesi dinamik yk

Pas = 136.80 kN/m Pas1= 0.00 kN/m

Qas = 137.47 kN/m Ppd1= 23.93 kN/m

Pad = 71.78 kN/m Birim genilik iin toplam ykler Qad1= 28.85 kN/m

Qad = 86.56 kN/m Ppd1= 11.78 kN/m

Ppd = 35.34 kN/m

Pad Qad Ppd

Qas

H

Pas h4=2/3H h4=2/3H

h2 .=H/2

h3 .=2/3H

h1=H/3

Depremli durum

pas qas

qad ppdpad

po

HpP

kGp

AG

HzKqq

HKp

hKq

qh

HKp

KKK

CosCosSinSinCosCosCos

CosK

KK

CosCos

SinSinCosCosCos

CosK

SinCosCos

CosK

kk

ikk

kk

kkf

k

Ak

pdpd

hppd

bpp

adsad

adad

daas

ds

daas

aaed

pe

ap

ae

a

vh

vh

vh

vh

v

h

=

=

=

-=

=

=

=

=

-=

----

+-=

=

+

-++

--=

+

-=

===

--

-=

=

=

=

5.0

)/1(2

/

])()(

)(1[)()()(

)(

/1

])()(

)(1[)()()(

)(

)()(

)(

0;0;0

)tan()1(

))1/(arctan(

);(

0

5.0

22

2

22

2

2

2

g

g

g

g

g

bqbqffbqbq

bqf

bqb

qffbqbq

bqf

fbb

bf

q

f

q

q

7/30/2019 AktifToprBas-knyana

2/4

Project Subject Designer Date: 27/11/2012 Page 1

KPR HESAPLARI YANAL ZEMN BASINCI HESABI

MONONABE-OKABE'YE GRE DEPREM HALNDE ZEMN BASINLARI"CALCULATION OF EARTH PRESSURE VALUE"

Lh = 1.2 m Hesap Genilii

H = 4.50 m Hesap Ykseklii 0.00m

D = 1.00 m Kazk ap

Gp = 88.4 kN Kazk zati arl

= 30 Zemin isel srtnme as

d = 18 kN/m Zemin birim hacim arl

qs = 78.13 kN/m Sraj yk (yap zerinde yayl)

= 0 ev as

= 0 Srtnme as

i = 0

Zpr = II Zemin profil tipi

S = 1.2 Blge katsays

A = 0.40 Etkin Yer vmesi Katsays (Axg)

SPC= C Ssmik Katagori

kh = 0.200 Yatay edeer deprem katsayskv = 0.00 Dey edeer deprem katsays

= 11.31 Sismik atalat as

kh 0.58

Ka = 0.333 Statik aktif basn katsays

Kp = 3.000 Statik pasif basn katsays

Kae = 0.473 Toplam aktif statik basn katsays

Kpe = 2.629 Toplam pasif statik basn katsays

Kad = 0.140 Dinamik aktif basn katsays

pas = 32.40 kN/m Statik aktif toprak basnc

h' = 4.34 m Sraj yknn e deer dolgu ykseklii

qas = 31.25 kN/m Statik aktif sraj yk ko=1-sinf= 0.50

pad = 13.60 kN/m Dinamik aktif toprak basnc Po= 40.50 kN/m2

qad = 31.49 kN/m Dinamik aktif sraj yk qo= 46.88 kN/m2

ppd = 9.42 kN/m Duvar kendi ktlesi dinamik yk

Pas = 72.90 kN/m Pas1= 0.00 kN/m

Qas = 140.63 kN/m Ppd1= 13.60 kN/m

Pad = 30.60 kN/m Birim genilik iin toplam ykler Qad1= 31.49 kN/m

Qad = 70.84 kN/m Ppd1= 9.42 kN/m

Ppd = 21.21 kN/m

Pad Qad Ppd

Qas

H

Pas h4=2/3H h4=2/3H

h2 .=H/2

h3 .=2/3H

h1=H/3

Depremli durum

pas qas

qad ppdpad

po

HpP

kGp

AG

HzKqq

HKp

hKq

qh

HKp

KKK

CosCos

SinSinCosCosCos

CosK

KK

CosCos

SinSinCosCosCos

CosK

SinCosCos

CosK

kk

ikk

kk

kkf

k

Ak

pdpd

hppd

bpp

adsad

adad

daas

ds

daas

aaed

pe

ap

ae

a

vh

vh

vh

vh

v

h

=

=

=

-=

=

=

=

=

-=

--

+-=

=

++

--=

+

-=

===

--

-=

=

=

=

5.0

)/1(2

/

()(

(1[)()()(

)(

/1

()(

(1[)()()(

)(

)()(

)(

0;0;0

)tan()1(

))1/(arctan(

);(

0

5.0

2

2

2

2

2

2

g

g

g

g

g

b

ffbqbq

bqf

b

ffbqbq

bqf

fbb

bf

q

f

q

q

7/30/2019 AktifToprBas-knyana

3/4

Project Subject Designer Date: 27/11/2012

...... YANAL ZEMN BASINCI HESABI H. Hseyin TRKOLU

MONONABE-OKABE'YE GRE DEPREM HALNDE ZEMN BASINLARI"CALCULATION OF EARTH PRESSURE VALUE"

Lh = 1.2 m Hesap Genilii

H = 6.00 m Hesap Ykseklii 0.00m

D = 1.00 m Kazk ap

Gp = 117.8 kN Kazk zati arl

= 30 Zemin isel srtnme as

d = 19 kN/m Zemin birim hacim arl

qs = 57.28 kN/m Sraj yk (yap zerinde yayl)

= 0 ev as

= 0 Srtnme as

i = 0

Zpr = III Zemin profil tipi

S = 1.5 Blge katsays

A = 0.40 Etkin Yer vmesi Katsays (Axg)

SPC= C Ssmik Katagori

kh = 0.200 Yatay edeer deprem katsayskv = 0.00 Dey edeer deprem katsays

= 11.31 Sismik atalat as

kh 0.58

Ka = 0.333 Statik aktif basn katsays

Kp = 3.000 Statik pasif basn katsays

Kae = 0.473 Toplam aktif statik basn katsays

Kpe = 2.629 Toplam pasif statik basn katsays

Kad = 0.140 Dinamik aktif basn katsays

pas = 45.60 kN/m Statik aktif toprak basnc

h' = 3.01 m Sraj yknn e deer dolgu ykseklii

qas = 22.91 kN/m Statik aktif sraj yk ko=1-sinf= 0.50

pad = 23.93 kN/m Dinamik aktif toprak basnc Po= 57.00 kN/m2

qad = 28.85 kN/m Dinamik aktif sraj yk qo= 34.37 kN/m2

ppd = 11.78 kN/m Duvar kendi ktlesi dinamik yk

Pas = 136.80 kN/m Pas1= 0.00 kN/m

Qas = 137.47 kN/m Ppd1= 23.93 kN/m

Pad = 71.78 kN/m Birim genilik iin toplam ykler Qad1= 28.85 kN/m

Qad = 86.56 kN/m Ppd1= 11.78 kN/m

Ppd = 35.34 kN/m

Pad Qad Ppd

Qas

H

Pas h4=2/3H h4=2/

h2 .=H/2

h3 .=2/3H

h1=H/3

Depremli durum

pas qas

qad ppdpad

po

HpP

kGp

AG

HzKqq

HKp

hKq

qh

HKp

KKK

Cos

SinCosCosCos

CosK

KK

Cos

SinCosCosCos

CosK

SinCosCos

CosK

kk

ikk

kk

kkf

k

Ak

pdpd

hppd

bpp

adsad

adad

daas

ds

daas

aaed

pe

ap

ae

a

vh

vh

vh

vh

v

h

=

=

=

-=

=

=

=

=

-=

--

+-=

=

++

--=

+

-=

===

--

-=

=

=

=

5.0

)/1(2

/

(1[)()()(

)(

/1

(1[)()()(

)(

)()(

)(

0;0;0

)tan()1(

))1/(arctan(

);(

0

5.0

2

2

2

2

2

2

g

g

g

g

g

bqbq

bqf

bqbq

bqf

fbb

bf

q

f

q

q

7/30/2019 AktifToprBas-knyana

4/4

Page 1

H

Cos

Sin

Cos

Sin

-

-

+

-

()

)(

()

)(

qb

qff

qb

qff