33
Engineering Considerations for Geologic Structures ENGINEERING GEOLOGY

Engineering Considerations for Geologic Structures

Embed Size (px)

Citation preview

Page 1: Engineering Considerations for Geologic Structures

Engineering Considerations for Geologic Structures

ENGINEERING GEOLOGY

Page 2: Engineering Considerations for Geologic Structures

2

Effects and Civil Engineering Importance of:

o Folds

o Faults

o Joints

o Unconformities

Page 3: Engineering Considerations for Geologic Structures

3

1. Effects of Folding

o Change in attitude

o Shattering of rocks

o Weak in strength parameters

o Porous and pervious in nature

o Strained nature

Page 4: Engineering Considerations for Geologic Structures

4

Importance in Civil Engineering

1. Location of dams

2. Location of reservoirs

3. Location of tunnels

4. Quarrying

5. Ground water occurrence

6. Laying roads and railway tracks along

hill slopes

7. Oil, gas and ore deposits

Page 5: Engineering Considerations for Geologic Structures

5

1. Location of Dams

2. Location of Reservoirs

1. Dam on upstream dipping beds

2. Dam on horizontal beds

3. Dam on downstream dipping beds

Page 6: Engineering Considerations for Geologic Structures

6

Case 1: Dam on upstream dipping beds

Chenna Kesavulu

Downstream side

Page 7: Engineering Considerations for Geologic Structures

7

Case 2: Dam on horizontal beds

Chenna Kesavulu

Page 8: Engineering Considerations for Geologic Structures

8

Case 3: Dam on downstream dipping beds

Chenna Kesavulu

Page 9: Engineering Considerations for Geologic Structures

9

3. Location of Tunnels

o Folded rocks are greatly strained, their

removal, for tunneling can cause rock

explosions

o Along crests of folds, the rocks are in

tension, therefore highly unstable

o Along the troughs, rocks are highly

compressed, hence tough, offer greater

resistance to excavation for tunneling

o Tunneling can be done along the limbs

Page 10: Engineering Considerations for Geologic Structures

10

Effects of Folding on Tunneling

Parbin Singh

Page 11: Engineering Considerations for Geologic Structures

11

4. Quarrying

Should be done along the limbs:

o Better quality of rocks available

o Fractures associated with crests and

troughs are absent along the limbs

o Seepage problems along the crests and

troughs can be avoided

Page 12: Engineering Considerations for Geologic Structures

12

5. Ground water Occurrence

o Synclines often furnish excellent

conditions to tap ground water

o Artesian wells and springs originate from

synclines

o Fractures present in folded strata act as

channels for ground water movement

Page 13: Engineering Considerations for Geologic Structures

13

6. Roads and Railway tracks along hill slopes

o Ground stability depends on the mutual

relation of the dip of the beds and the

slope of the cutting

o If the surface slope and the dip are in

opposite directions, the ground is stable

o If the surface slope and the dip collide,

the ground is unstable

Page 14: Engineering Considerations for Geologic Structures

14

Stable and Unstable slopes

Chenna Kesavulu

Unstable Stable

Page 15: Engineering Considerations for Geologic Structures

15

7. Oil, Gas and Ore deposits

o Oil and gas deposits are often associated

with anticlines

o Suitable cap rocks, are also an essential

requirement

o Crests of folds offer convenient places for

the occurrence of ore deposits

Page 16: Engineering Considerations for Geologic Structures

16

Oil & gas occurrence in anticline

Oil, gas and ore deposits

Ore deposits in anticline

Chenna Kesavulu

Page 17: Engineering Considerations for Geologic Structures

17

2. Effects of Faulting

o Fracture and shattering of rocks along

fault zones

o Serves as pathways for water, causes

leakage

o Fault zone lubricated with water are

potential sites for further movements

o Gouge and breccia causes problems

o Faults bring together, different rocks,

hence homogeneity is lost

Page 18: Engineering Considerations for Geologic Structures

18

Faulting considerations

o What are the effects of faulting on the

rocks in the site?

o Is it possible to build safe structures,

with or without ground treatment?

o What is the factor of safety to be

adopted, if there is no alternative

available?

Page 19: Engineering Considerations for Geologic Structures

19

1. Location of dams

2. Location of reservoirs

3. Location of tunnels

4. Quarrying

5. Ground water occurrence

6. Laying roads and railway tracks along

hill slopes

7. Oil, gas and ore deposits

Importance in Civil Engineering

Page 20: Engineering Considerations for Geologic Structures

20Chenna Kesavulu

1. Faults at dam site

Upstream side

Page 21: Engineering Considerations for Geologic Structures

21

2. Location of reservoirs

o Faults cause leakage of water, if present in

the reservoir basin

o Downstream dipping faults cause excess

uplift pressure

o Fault zone occurring in the upstream of

the river, leads to erosion and accelerated

reservoir silting

Page 22: Engineering Considerations for Geologic Structures

22

3. Location of Tunnels

o Faults zones, being heavily fractured,

makes tunneling unstable

o Ground water associated problems are

likely to occur

o Renewed faulting can lead to ground

displacement

Page 23: Engineering Considerations for Geologic Structures

23

4. Quarrying

o Quarrying in fault zones produce inferior

materials, quantitatively and

qualitatively5. Roads & Railway tracks along slopes

o Fault zones are highly undesirable for

construction of roads and railway, due to

the possibility of landslides

Page 24: Engineering Considerations for Geologic Structures

24

6. Ground water occurrence

o Faults zones, being heavily fractured,

makes provides space for storage of

ground water and permits their

movement7. Ore minerals

o Faults zones, are often rich in minerals

o They favor different process that

eventually lead to mineral formation

Page 25: Engineering Considerations for Geologic Structures

25

Construction in faulted regions

1. Ascertain the presence of faults, their

type, nature, extent and effects

2. Study the seismic history of the region

3. Introduce a factor of safety in the

design

Page 26: Engineering Considerations for Geologic Structures

26

o Sources of weakness in rocks, pathways

for seepage of water

o Jointed rocks, lubricated by the presence

of water, are susceptible to motion

o Joints are usually treated by grouting

o Only a well jointed and porous rock can

become a good aquifer or an oil and gas

reservoir

3. Effects of Joints

Page 27: Engineering Considerations for Geologic Structures

27

1. Location of dams and reservoirs

2. Occurrence of landslides

3. Quarrying

4. Tunneling

Importance in Civil Engineering

Page 28: Engineering Considerations for Geologic Structures

28

o Too many joints in a site, will render it

unsuitable for construction of dams

o They act as avenues for serious leakage

of water

o Upstream dipping joints are less harmful

1. Location of dams and

reservoirs

Page 29: Engineering Considerations for Geologic Structures

29

o Landslides take place, when the surface

slope of the hills and the dip of the beds

are in the same direction

o Joints facilitate the heavy percolation of

water

o This water comes in contact with clayey

material below the ground, producing fine

lubricating materials, which causes the

slipping of over lying rocks

2. Occurrence of Landslides

Page 30: Engineering Considerations for Geologic Structures

30

o Depending on conditions, joints can play a

helpful or harmful role in quarrying

o Joints cut in situ rocks, which can be

easily extracted, without the use of

explosives

o Too many joints, on the other hand,

render quarrying useless, due to

excessive decay of rocks

3. Quarrying

Page 31: Engineering Considerations for Geologic Structures

31

o Joints can severely hamper the strength of

rocks

o They may cause rocks to fall from the roof

of the tunnel

o Joints can cause the ground to be

saturated with water, decreasing the

strength of the rocks

o They may act as sites for the development

of solution cavities in limestone terrain

4. Tunneling

Page 32: Engineering Considerations for Geologic Structures

32

4. Engineering considerations for Unconformities

o They allow the percolation of water

o Unconformity indicates a break in the

sequence of rocks, and hence, their

engineering properties

o Hence, exhaustive studies have to be

done, to analyze the mechanical

properties of rocks in the vicinity of an

unconformity

Page 33: Engineering Considerations for Geologic Structures

Reference

• Parbin Singh, Engineering and General

Geology, S K Kataria & Sons

• Chenna Kesavulu, N, Textbook of Engineering

Geology, MacMillan India

• Reddy, D V, Engineering Geology, Vikas

Publishing House

• Garg, S K, Physical and Engineering Geology,

Khanna Publishers

• Thompson, G R and J Turk, Introduction to

Physical Geology, Thomson Brooks/Cole 33