Foundation Design: Principles and Practices (3rd Edition)
Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Chapter 4, Problem 4.8QPP
To determine

The type of soil and significance of the peak in the graph at the depth of 77ft.

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12. You are given the following results from Atterberg Limits testing on a soil sample (PL = 23%, LL = 50%) collected from a boring on a local project site. If the soil is fine grained, what is its classification according to USCS?
Q-C Refer to the soil profile shown in Fig. Q-c (page 2). Calculate and plot o, u and o' with depth.
Q2. (a) You are given the following results from Atterberg Limits testing on a soil sample (PL= 23%, LL = 55%) collected from a boring on a local project site. The soil sample had natural moisture content of 56.3% prior to Atterberg Limits testing. If the soil is fine grained, what is the USCS Group Symbol (refer to Figure 2a) on page 7 for this soil and what does the natural moisture content result tell you about the soil in-situ (i.e. “in place")?
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