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Foundation Engineering (Theory) (October 2009)

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Total No. of Questions : 6] P966 [Total No. of Pages :4 [3664] - 121 B.E. (Civil) FOUNDATION ENGINEERING (2003 Course) (401010) (Theory) Time : 3 Hours] Instructions to the candidates: 1) 2) 3) 4) 5) 6) 7) [Max. Marks:100 Answer three questions from Section I and three questions from Section II. Answers to the two sections should be written in separate books. Neat diagrams must be drawn wherever necessary. Figures to the right indicate full marks. Your answers will be valued as a whole. Use of logarithmic tables, slide rule, Mollier charts, electronic pocket calculator and steam tables is allowed. Assume suitable data, if necessary. SECTION - I Q1) a) b) What are the objectives of soil investigation? [4] How would you plan subsurface exploration for an important building project. [4] c) Describe chunk sampling with a neat sketch. [4] d) Explain the working of a piston sampler. [5] OR a) Define the terms : i) Area ratio iii) Significant depth ii) Density index iv) Recovery ratio. [4] b) What are the factors that influence the depth and number of exploratory holes. [4] c) Describe the standard penetration test explaining its applications in foundation engineering. [6] d) What is the corrected blow count in a fine saturated sand if the recorded blow count is 38? [3] P.T.O.

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Additional Info : 2003 Course
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