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Foundation Engineering (Theory) (April 2010)

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Total No. of Questions : 6] [Total No. of Pages : 4 [3764]-121 P1308 B.E. (Civil) FOUNDATION ENGINEERING (401010) (2003) (Theory) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates : 1) Answer 3 questions from Section I and 3 questions from Section II . 2) Answers to the two sections should be written in separate books. 3) Neat diagrams must be drawn wherever necessary. 4) Figures to the right indicate full marks. 5) Your answers will be valued as a whole. 6) Use of logarithmic tables slide rule, Mollier charts, electronic pocket calculator and steam tables is allowed. 7) Assume suitable data, if necessary. SECTION - I Q1) a) Compare in tabular form static and dynamic cone penetration tests in respect of i) Sketches with component parts. ii) Procedure. iii) Limitations. b) [6] In connection with standard penetration test, answer the following: i) Draw a sketch and indicate dimensions. ii) Procedure in short. iii) Relation of corrected blow count (N) with recorded blow count (NR) for saturated silt and fine sand. [6] c) Calculate corrected blow count for recorded blow count of 32 and comment on results. [5] OR a) For Seismic method answer the following: i) Principle. ii) [6] Procedure with a sketch. iii) Interpretation of test result. P.T.O.

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Additional Info : April 2010 Examination - Foundation Engineering (Theory) (2003 Course)
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