The following results were obtained in a series of consolidated undrained teston saturated clay:SampleNo.All round pressure (03 )(kN/m²)Deviator stressPore water pressure(kN/m³)(kN/m²)11714012441602035616922Determine the strength parameters c, c', o and '.

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The following results were obtained in a series of consolidated undrained test on saturated clay: Sample All round pressure (03 ) (kN/m²) Deviator stress Pore water pressure No. (kN/m²) (kN/m?) 1 17 140 12 44 160 20 3 56 169 22 Determine the strength parameters c, c', o and '.

The following results were obtained in a series of consolidated undrained test on saturated clay: Sample All round pressure (03 ) (kN/m²) Deviator stress Pore water pressure No. (kN/m²) (kN/m?) 1 17 140 12 44 160 20 3 56 169 22 Determine the strength parameters c, c', o and '.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

The following results were obtained in a series of consolidated undrained test
on saturated clay:
Sample
No.
All round pressure (03 )
(kN/m²)
Deviator stress
Pore water pressure
(kN/m³)
(kN/m²)
1
17
140
12
44
160
20
3
56
169
22
Determine the strength parameters c, c', o and '.

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