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Foundation Engineering
Single Pile in Clay -I
Match List-I ...
Question

Match List-I (Sheet piles with various conditions and methods of analysis) with List-II (Earth pressure distribution) and select the correct answer using the codes given below the lists:

List-I

A. Cantilever sheet pile, granular soil and approximate analysis
B. Anchored sheet pile, granular soil and fixed method
C.Anchored sheet pile, granular soil and free earth method
D.Cantilever sheet pile, cohesive soil and approximate analysis

List-II








Codes :

A B C D

A
1 2 3 4
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B
4 3 2 1
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C
4 2 3 1
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D
1 3 2 4
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Solution

The correct option is D 1 3 2 4
Cantilever Sheet Pile, Granular Soil - Approximate anaylsis




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Q. Match List-I (Method of estimating pile capacity) with List-II (Parameter to be estimated) and select the correct answer using the codes given below the lists:

List-I
A. Dynamic formulae
B. Static formulae
C. Pile load test
D. Cyclic pile load test

List - IICodes :

A B C D
  1. 3 1 4 2
  2. 4 2 3 1
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  4. 4 1 3 2
Q. Match List-I (Method) with List-II (Suitability) and select the correct answer using the codes given below the lists:

List-I
A. Static formulae
B. Dynamic formulae
C. Static pile load test
D. Cyclic pile load test

List-IICodes :

A B C D
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  2. 1 3 4 2
  3. 4 3 1 2
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Q. Match List-I (Type of pile) with List-II (Situation for use) and select the correct answer using the codes given below the lists:

List-I
A. End bearing pile
B. Pedestal pile
C. Friction pile
D. Sand piles

List-IICodes :

A B C D
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  3. 4 3 2 1
  4. 1 2 3 4
Q. Match List-I (Type of structure) with List-II (Type of pressure exerted by sandy back fill) and select the correct answer using the codes given below the lists:
List-I
A. A masonry retaining wall founded on compressible clay
B. Pressure on the back of a cantilever sheet pile wall near the embedded end
C. A masonry retaining wall founded on rock
Lit-II
1. Active pressure
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3. Passive earth pressure
Codes:
A B C
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List :I
A. Pumping test
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C. pile load text

List - II
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Codes :

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