PRIN.OF GEOTECHNICAL...-MINDTAP(2 SEM)
9th Edition
ISBN: 9781305971271
Author: Das
Publisher: CENGAGE L
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Question
Chapter 3, Problem 3.1CTP
(a)
To determine
Calculate the percent decrease in the total volume of the soil due to compaction.
(b)
To determine
Calculate the percent increase in the field dry unit weight.
(c)
To determine
Calculate the percent change in degree of saturation.
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It is known that the natural soil at a construction site has a void ratio of 0.92. At the end of compaction,
the in-place void ratio was found to be 0.65. If the moisture content remains unchanged, then determine:
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a) Percent decrease in the total volume of the soil due to compaction, b) Percent increase in the field unit
weight, c) Percent change in the degree of saturation.
For a given soil, prove that:
1 + w,
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A saturated sample of inorganic clay has a volume of 21.4 cm3 and weighs 36.7 g. After drying, the volume is 13.7 cm3. The weight of dry soil is 23.2 g. Determine the following:
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3. A clay soil is found to have a liquid limit of 75%, a plastic
limit of 45% and a shrinkage limit of 25%. If a sample of
this soil has a total volume of 30 cm' at the liquid limit and
a volume of 16.7 cm' at the shrinkage limit, determine the
following:
a. Mass of soil at the shrinkage limit
b. Shrinkage ratio
c. Specific gravity of solids
Chapter 3 Solutions
PRIN.OF GEOTECHNICAL...-MINDTAP(2 SEM)
Ch. 3 - Prob. 3.1PCh. 3 - Prob. 3.2PCh. 3 - Prob. 3.3PCh. 3 - Prob. 3.4PCh. 3 - Prob. 3.5PCh. 3 - Prob. 3.6PCh. 3 - Prob. 3.7PCh. 3 - Prob. 3.8PCh. 3 - Prob. 3.9PCh. 3 - Prob. 3.10P
Ch. 3 - Prob. 3.11PCh. 3 - Prob. 3.12PCh. 3 - Prob. 3.13PCh. 3 - Prob. 3.14PCh. 3 - Prob. 3.15PCh. 3 - Prob. 3.16PCh. 3 - Prob. 3.17PCh. 3 - Prob. 3.18PCh. 3 - Prob. 3.19PCh. 3 - Prob. 3.20PCh. 3 - Prob. 3.21PCh. 3 - Prob. 3.22PCh. 3 - Prob. 3.23PCh. 3 - Prob. 3.24PCh. 3 - For a given sandy soil, emax = 0.75 and emin =...Ch. 3 - For a given sandy soil, the maximum and minimum...Ch. 3 - Prob. 3.27PCh. 3 - Prob. 3.28PCh. 3 - Prob. 3.29PCh. 3 - Prob. 3.1CTPCh. 3 - Prob. 3.2CTPCh. 3 - Prob. 3.3CTP
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