EBK PRINCIPLES OF FOUNDATION ENGINEERIN
8th Edition
ISBN: 9780100547056
Author: Das
Publisher: YUZU
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Chapter 2, Problem 2.4P
(a)
To determine
Calculate the void ratio of soil.
(b)
To determine
Calculate the porosity of soil.
(c)
To determine
Calculate the specific gravity of soil solids.
(d)
To determine
Calculate the saturated unit weight of soil.
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PROBLEM 1
The following are given for a specimen of soil:
M = 300 g, Msolid = 170 g, Gs = 2.72 and S = 70%. Determine:
a. Total Volume of the soil sample.
b.
Porosity of the specimen.
C.
Volume of water to be added to make the soil fully saturated.
A saturated soil specimen has w=36% and Yd=85.43 lb/ft*3 determine;
a.)void ratio
b.)porosity
c.)specific gravity of soil solids
d.)saturated unit weight (in lb/ft*3)
A saturated soil specimen has w = 36% and ᵞd = 85.43 lb/ft3. Determine: Specific gravity of soil solids
Chapter 2 Solutions
EBK PRINCIPLES OF FOUNDATION ENGINEERIN
Ch. 2 - Prob. 2.1PCh. 2 - Prob. 2.2PCh. 2 - Prob. 2.3PCh. 2 - Prob. 2.4PCh. 2 - Prob. 2.5PCh. 2 - Prob. 2.6PCh. 2 - Prob. 2.7PCh. 2 - Prob. 2.8PCh. 2 - Prob. 2.9PCh. 2 - Prob. 2.10P
Ch. 2 - Prob. 2.11PCh. 2 - Prob. 2.12PCh. 2 - Prob. 2.13PCh. 2 - Prob. 2.14PCh. 2 - Prob. 2.15PCh. 2 - For a normally consolidated soil, the following is...Ch. 2 - Prob. 2.17PCh. 2 - Prob. 2.18PCh. 2 - Prob. 2.19PCh. 2 - Prob. 2.20PCh. 2 - Prob. 2.21PCh. 2 - Prob. 2.22PCh. 2 - Prob. 2.23PCh. 2 - Prob. 2.24PCh. 2 - Prob. 2.25PCh. 2 - Prob. 2.26PCh. 2 - Prob. 2.27P
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