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Advanced Geo Technology Engineering (October 2010)

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Total No. of Questions : 12] [Total No. of Pages : 4 P1337 [3864]-105 B.E. (Civil) ADVANCED GEO TECH. ENGINEERING (2003 Course) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates : 1) Answer any three questions from each Section. 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) Use of logarithmic tables, slide rule, Mollier charts, electronic pocket calculator and steam tables is allowed. 6) Assume suitable data, if necessary. SECTION - I Q1) The following table gives results of dry sieve analysis and liquid limit (W LL); plastic limit (W PL) of six samples. Classify soil as per I.S. classification and state for which work each is most suitable. [18] Sample Sieve size & % retained 75 Uniformity Coefficient 1.18 mm 2.36 mm 4.75 mm Cu WLL WPL A 10% 5 2 55 20 B 10 5 2 60 55 20 C 28 60 5 2 3 D 28 60 5 2 7 E 8 10 8 60 7 F 8 60 8 55 40 OR Q2) State the criteria in connection with dry sieve analysis results and consistency test results, which should be satisfied, so as to classify the soil as GP SW MI CI SC GM State, for which work, each of above soil is most suitable. [18] P.T.O.

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Additional Info : 2003 Course
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