STUPIDSID
Solve any one question from Q.1(a,b,c) & Q.2(a,b,c)
1(a)
explain how soils are classified accordings to IS soil classification system.
3 M
1(b)
Explain different clay minerals and their structural composition.
4 M
1(c)
Discuss the various primary secondary bonds in respect of clay minerals
3 M
2(a)
Derive the relation for coeffcient of lateral earth pressure at rest condition.
3 M
2(b)
Explain the step for design of cantilever sheet pile wall.
4 M
2(c)
Write a note on anchored sheet pile wall.
3 M
Solve any one question from Q.3(a,b,c) Q.4(a,b,c)
3(a)
Differentiate between Rankine's and Coulombo thoery of earth pressure
3 M
3(b)
Explain Culman's graphical method.
4 M
3(c)
Determine the critical height of excavation of vertical cut in cohesive soil if C - 20KN/m2 and γ=15KN/m3.
3 M
4(a)
Explain in short function of Geosynthetics.
3 M
4(b)
State the properties and funtional requirement of Geosynthetics.
3 M
4(c)
Write a note on
i) Mechnism of reinforced soil.
ii) Slope stabilization using soil nails.
i) Mechnism of reinforced soil.
ii) Slope stabilization using soil nails.
4 M
Solve any one question from Q.5(a,b,c) Q.6(a,b,c)
5(a)
State the different properties relevant for dynamic loading and explain any one with detail.
6 M
5(b)
Describe elastic half space method in machine foundation.
6 M
5(c)
Write a note on 'Design criteria for machine foundation'.
6 M
6(a)
Why is shear modulus a soil property interest on soil dynamics?
6 M
6(b)
State the design procedure for a block foundation for cyclic loading.
6 M
6(c)
Define the following term.
i) Natural Frequency
ii) Period
iii) Reasonance
iv) Degree of Freedom.
i) Natural Frequency
ii) Period
iii) Reasonance
iv) Degree of Freedom.
6 M
Solve any one question from Q.7(a,b) Q.8(a,b)
7(a)
What is the purpose of sand drain? And also explain function of vertical sand drain.
8 M
7(b)
State the procedure of vibro-flotation technique for ground improvement.
8 M
8(a)
Explain in-situ ground improvement by compaction piles.
8 M
8(b)
Describe in short following terms in ground improvement.
i) Grouting
ii) Deep mixing
i) Grouting
ii) Deep mixing
8 M
Solve any one question from Q.9(a,b,c) & Q.10(a,b)
9(a)
What do you mean "Rheology' in respect of soil?
5 M
9(b)
What are the limitations of Raheological models?
5 M
9(c)
Explain Kelvin's rheological model with a neat sketch.
6 M
10(a)
Write a note on following soil phenomena.
i) Secondary consolidation
ii) Creep
i) Secondary consolidation
ii) Creep
8 M
10(b)
Explain Maxwell's Rheological model.
8 M
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