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The table below contains data from 2CU triaxial stress on usimilar upe cimens Specimen no cell pressure 2 2 Deviatonic stress Pone water during considation at failure. (KPA) (KPA) 462 68 9 269 400 pressure (кра) 264 379

The table below contains data from 2CU triaxial stress on usimilar upe cimens Specimen no cell pressure 2 2 Deviatonic stress Pone water during considation at failure. (KPA) (KPA) 462 68 9 269 400 pressure (кра) 264 379

Structural Analysis
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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Using the data presented, calculated the effective angle of friction in (degrees) of the clay soil.

00 The table below contains data from 2CU traxial stress on usimilar upe cimens Specimen no. Cell pressure 2 2 during considation at failure (KPA) (KPA) 462 68 9 N Deviatonic stress Pone water Mont 269 400 pressure (kPa) 264 379
Transcribed Image Text:00 The table below contains data from 2CU traxial stress on usimilar upe cimens Specimen no. Cell pressure 2 2 during considation at failure (KPA) (KPA) 462 68 9 N Deviatonic stress Pone water Mont 269 400 pressure (kPa) 264 379
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