From the compaction test of clay, diameter diameter 50 mm. 25 mm high, which is saturated with water, gets the reading result. The collapse values are as follows (the weigh of the dry soil sample is 110 g. The specific gravity is 2.73). Write a graph of the relationship e - log p and find the highest historical peak pressure.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.20CTP
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From the compaction test of clay, diameter
diameter 50 mm. 25 mm high, which is
saturated with water, gets the reading result.
The collapse values are as follows (the weight
of the dry soil sample is 110 g. The specific
gravity is 2.73). Write a graph of the
relationship e - log p and find the highest
historical peak pressure.
P (KN/m?)
Settlement (mm)
54
0.253
107
0.507
214
0.892
429
1.551
858
2.392
1716
3.324
3432
4.263
Transcribed Image Text:From the compaction test of clay, diameter diameter 50 mm. 25 mm high, which is saturated with water, gets the reading result. The collapse values are as follows (the weight of the dry soil sample is 110 g. The specific gravity is 2.73). Write a graph of the relationship e - log p and find the highest historical peak pressure. P (KN/m?) Settlement (mm) 54 0.253 107 0.507 214 0.892 429 1.551 858 2.392 1716 3.324 3432 4.263
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