technical lab. A relatively fine dune sand specime à Florence, OR is isotropically-consolidated in a ial test apparatus to cell' = 420 kPa and is then red with the drainage valve open. At failure, the ator stress (1' 3') is 1046 kPa. Determine the ma -

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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An isotropically-consolidated drained triaxial
compression test (ICD-TXC) is performed in the More Hall
geotechnical lab. A relatively fine dune sand specimen
from Florence, OR is isotropically-consolidated in a
triaxial test apparatus to cell' = 420 kPa and is then
sheared with the drainage valve open. At failure, the
deviator stress (1'-3') is 1046 kPa. Determine the major
principal stress (1f') at failure (in units of kPa).
Transcribed Image Text:An isotropically-consolidated drained triaxial compression test (ICD-TXC) is performed in the More Hall geotechnical lab. A relatively fine dune sand specimen from Florence, OR is isotropically-consolidated in a triaxial test apparatus to cell' = 420 kPa and is then sheared with the drainage valve open. At failure, the deviator stress (1'-3') is 1046 kPa. Determine the major principal stress (1f') at failure (in units of kPa).
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