EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
9th Edition
ISBN: 8220103611718
Author: SOBHAN
Publisher: CENGAGE L
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Question
Chapter 12, Problem 12.22P
To determine
Find the pore pressure at failure for the unconfined compression test.
Expert Solution & Answer
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Students have asked these similar questions
Question 1 (Approximate Method -
Superposition).
Using Superposition determine the
displacement at C of this beam. El is
constant. (Note - you must use the PE Handbook
Shears, Moments and Deflection Tables. The FE
handbook does not have one of these conditions)
(On an exam I will make sure it is found in both
the FE and the PE handbook).
60 kN
30 kN/m
A
C
3 m
3 m
B
Question 2 (Slope and Deflection - virtual work -
statically determinate beam)
Using virtual work determine the slope at A and
the displacement at C of this beam. El is
constant. Same beam as question #1
Question 4 (Force Method).
Determine the reaction at the supports. Assume
A is a pin and B and C are rollers. El is constant.
1.5 k
A A
10 ft
10 ft
B
C
- 20 ft
Find the maximum load (collapse load) that can be carried by the simply
supported beam shown below.
P
↓
3 m
3 m
Chapter 12 Solutions
EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
Ch. 12 - Prob. 12.1PCh. 12 - Prob. 12.2PCh. 12 - Prob. 12.3PCh. 12 - Prob. 12.4PCh. 12 - Prob. 12.5PCh. 12 - Prob. 12.6PCh. 12 - Prob. 12.7PCh. 12 - Prob. 12.8PCh. 12 - Prob. 12.9PCh. 12 - Prob. 12.10P
Ch. 12 - Prob. 12.11PCh. 12 - Prob. 12.12PCh. 12 - Prob. 12.13PCh. 12 - Following are the results of...Ch. 12 - Prob. 12.15PCh. 12 - Prob. 12.16PCh. 12 - Prob. 12.17PCh. 12 - Prob. 12.18PCh. 12 - Prob. 12.19PCh. 12 - Prob. 12.20PCh. 12 - Prob. 12.21PCh. 12 - Prob. 12.22PCh. 12 - Prob. 12.23PCh. 12 - Prob. 12.24PCh. 12 - Prob. 12.1CTP
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