New Concept of Effective Stress in Unsaturated Soil and Its Proving Test /

New Concept of Effective Stress in Unsaturated Soil and Its Proving Test /

Triaxial compression tests, including anisotropic consolidation tests, were performed on compacted kaolin clay by an automatically controlled apparatus. Test results were analyzed in terms of suction and (? - ua), where ? is total normal stress and ua is pore air pressure, recognizing that when soil...

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Bibliographic Details
Main Author: Karube, D. (Author)
Corporate Authors: Advanced Triaxial Testing of Soil and Rock Louisville, Kentucky, ASTM International, American Society for Testing and Materials
Format: Conference Proceeding Book
Language:English
Published: West Conshohocken, Pa. : ASTM International, 1988
Subjects:
Colloids > Structure
Effective stress
Kaolin
Rocks > Testing
Soils > Testing > Congresses
Soils > Testing
Stress-strain relationship
Suction
Triaxial compression test
Unsaturated soil
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