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Advanced Geo Technology Engineering (April 2010)

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Total No. of Questions : 12] [Total No. of Pages : 4 [3764]-105 P1590 B.E. (Civil) ADVANCED GEO TECH. ENGINEERING (2003 Course) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates : 1) Answer 3 questions from each section. 2) Answers to the two sections should be written in separate answer books. 3) Neat diagrams must be drawn wherever necessary. 4) Figures to the right indicate full marks. 5) Use of logarithmic tables, slide rule, Mollier charts, electronic pocket calculator and steam tables in allowed. 6) Assume suitable data, if necessary. SECTION - I Q1) a) Explain significance of classification of soils. What are the different systems of classification of soil, and state the basis on which each system classify soils. [7] Cu = 4 and Cc Cu Cc = 9, where, Cu and Cc represent co-efficient of uniformity and coefficient of curvature, respectively. If, effective grain size of soil is 0.1 mm, determine Cu, Cc, D60, D30 and coefficient of permeability. [5] b) On carrying out dry sieve analysis, it is noticed that, c) Explain the following two fundamental building blocks involved in the formation of clay mineral structure : [6] i) Tetrahedral unit. ii) Octahedral unit. OR Q2) a) State the criteria that should be satisfied for classifying following soils: SW GP SM MH CI ML. [6] P.T.O.

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Additional Info : April 2010 Examination - Advanced Geo Technology Engineering (2003 Course)
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