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Foundation Engineering (Theory) (October 2010)

4 pages, 41 questions, 1 questions with responses, 1 total responses,    0    0
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Total No. of Questions :12] P1032 [Total No. of Pages : 4 [3864] - 121 B.E. (Civil) FOUNDATION ENGINEERING (401010) (2003 Course) (Theory) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates: 1) Answer three questions from section I & three questions from section II. 2) Answer to the two sections should be written in separate books. 3) Neat diagrams must be drawn whenever necessary. 4) Figures to the right indicate full marks. 5) Your answers will be valued as a whole. 6) Use of pocket calculator is allowed. 7) Assume suitable data, if necessary. SECTION - I Q1) a) Describe the standard penetration test explaining its application in foundation engineering. [7] b) Distinguish between disturbed & undisturbed samples. [4] c) With a neat sketch explain the procedure of seismic method of exploration. [6] OR Q2) a) Discuss how would you plan a subsurface exploration programme. What are the factors you must consider for subsurface exploration. [7] b) What is the significance of area ratio as applied to soil samplers. c) What are the factors that influence the depth & number of exploratory holes. [6] Q3) a) Define the terms normal consolidation, over consolidation & preconsolidation pressure. [6] b) [4] Discuss with sketches the following. Compressibility characteristics. P.T.O.

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Additional Info : 2003 Course
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