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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
- 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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F568adc22-270a-4c0c-be07-475ea6fb0239%2Fdcec50a0-44c8-4dcf-8948-8b3d67cd1c8c%2Fwrt2f1_processed.png&w=3840&q=75)
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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