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ch specimen was caused by increasing the axial stress while the radial stress was kept constant. (a) Determine ϕ for the soil (b) Determine Hvorslev’s parameter ϕc an

ch specimen was caused by increasing the axial stress while the radial stress was kept constant. (a) Determine ϕ for the soil (b) Determine Hvorslev’s parameter ϕc an

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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- The results of some drained triaxial tests on a clay soil are given below.
Failure of each specimen was caused by increasing the axial stress while the
radial stress was kept constant.
(a) Determine ϕ for the soil
(b) Determine Hvorslev’s parameter ϕc and ce at moisture content of 24.2,
22.1, and 18.1%.

 

Chamber consolidation o,(kN/m²) Ao,(kN/m²) Moisture content of specimen at failure (%) Test no. pressure o'(kN/m²) 2 3 105 120 162 105 120 162 154 176 237 24.2 22.1 18.1 4 250 35 109 24.2 22.1 18.1 5 250 250 137 229 61 6 140
Transcribed Image Text:Chamber consolidation o,(kN/m²) Ao,(kN/m²) Moisture content of specimen at failure (%) Test no. pressure o'(kN/m²) 2 3 105 120 162 105 120 162 154 176 237 24.2 22.1 18.1 4 250 35 109 24.2 22.1 18.1 5 250 250 137 229 61 6 140
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