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Influence of Matric Suction and Counterface Roughness on Shearing Behavior of Completely Decomposed Granitic Soil and Steel Interface
L. Borana
, Jianhua Yin
, D. N. Singh
, S. K. Shukla
The Hong Kong Polytechnic University
Department of Civil and Environmental Engineering
Research output
:
Journal article publication
›
Journal article
›
Academic research
›
peer-review
16
Citations (Scopus)
Overview
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Dive into the research topics of 'Influence of Matric Suction and Counterface Roughness on Shearing Behavior of Completely Decomposed Granitic Soil and Steel Interface'. Together they form a unique fingerprint.
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Keyphrases
Shear Behavior
100%
Soil Interface
100%
Matric Suction
100%
Counterface
100%
Steel Interface
100%
Granite Soil
100%
Stress State Variable
75%
Analytical Model
50%
Interface Shear
50%
Suction
50%
Interface Shear Strength
50%
Soil Specimen
25%
Steel Sample
25%
Decomposed Granite Soil
25%
Completely Decomposed Granite
25%
Contractive
25%
Critical Interface
25%
Direct Shear Test
25%
Net Normal Stress
25%
Interface Friction Angle
25%
Engineering
Matric Suction
100%
Counterface
100%
Stress State
75%
State Variable
75%
Interface Shear Strength
50%
Analytical Model
50%
Experimental Result
25%
Test Result
25%
Interface Friction
25%
Friction Angle
25%
Direct Shear Test
25%
Shear Property
25%