The results below were obtained at failure in a series of consolidated-untrained triaxialtests, with pore water pressure measurement, on specimens of a fully saturated clay. Determine thevalues of the shear strength parameters c' and 'If a specimen of the same soil wereconsolidated under an all-round pressure of 300 kN/m² and the principal stress difference appliedwith the all-round pressure changed to 400kN/m², what would be the expected value of principalstress difference at failure"15030045060003 (kN/m²)01-03 (kN/m²)u (kN/m²)10320230541082169252331

Given Data:σ3kN/m2150300450600σ1-σ3kN/m2103202305410ukN/m282169252331

Answered: 03 (kN/m²) 01-03 (kN/m²) u (kN/m²) 150…

Engineering

Civil Engineering

03 (kN/m²) 01-03 (kN/m²) u (kN/m²) 150 103 82 300 202 169 450 305 252 600 410 331

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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Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

The results below were obtained at failure in a series of consolidated-untrained triaxial
tests, with pore water pressure measurement, on specimens of a fully saturated clay. Determine the
values of the shear strength parameters c' and 'If a specimen of the same soil were
consolidated under an all-round pressure of 300 kN/m² and the principal stress difference applied
with the all-round pressure changed to 400kN/m², what would be the expected value of principal
stress difference at failure"
150
300
450
600
03 (kN/m²)
01-03 (kN/m²)
u (kN/m²)
103
202
305
410
82
169
252
331

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