ISSN: 1945-7545
Page Count: 4
Stress-Strain Strength Characteristics of a Marine Soil with Different Clay Contents
Yin, J-H
Professor and head of Soil Mechanics Laboratory, The Hong Kong Polytechnic University, Hong Kong,
Abstract
It is commonly believed that the clay content has a major influence on the behavior of a soil, among other factors. This technical note presents main results of a series of consolidated undrained (CU) triaxial tests on re-consolidated soft Hong Kong marine deposits (HKMD) with different clay contents. The focus is placed on the influence of the clay content on the stress-strain strength characteristics of the HKMD, including the stress-strain curves, effective stress paths, friction angles, and Young's modulus. The results are discussed and interpreted. New understanding and useful correlations are presented.
Keywords:
clay content, stress-strain, strength, friction angle, Young's modulus
Paper ID: GTJ11298J
DOI: 10.1520/GTJ11298J
ASTM International is a member of CrossRef.
Author
Title Stress-Strain Strength Characteristics of a Marine Soil with Different Clay Contents
Symposium , 0000-00-00
Committee D18