Structural Analysis
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ISBN: 9781337630931
Author: KASSIMALI, Aslam.
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The following results were obtained by a
Sieve analysis % passing by weight is as follows:
No.4 = 100%
No. 40 = 89%
No.200 = 65%
Liquid Limit= 44
Plastic Limit = 23
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- Subject: Geotechnical engineering Give me both solutions. Show me with clear stepsarrow_forwardDetermine the percentage of the following types of soil in the sample;arrow_forwardQUESTION 1 1. For a soil with De=0.41 mm, D = 0.22mm, and Die = 0.08 mm, calculate the uniformity coefficient and the coefficient of gradation. 2. The following are the results of a sieve and hydrometer analysis. Sieve number/ grain size Analysis Sieve Hydrometer 40 80 170 200 0.04 mm 0.015 mm 0.008 mm 0.004 mm 0.002 mm Draw the grain-size distribution curve. Percent finer 100 97 74 27 11 a) b) Determine the percentages of gravel, sand, silt and clay according to the AASHTO system.arrow_forward
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