Indexed by:期刊论文

First Author:Yang Gang

Correspondence Author:Yang, Q (reprint author), Dalian Univ Technol, Inst Geotech Engn, Dalian 116024, Peoples R China.

Co-author:Yang Qing,Zhang Jin-li

Date of Publication:2014-03-01

Journal:JOURNAL OF CENTRAL SOUTH UNIVERSITY

Included Journals:SCIE、EI

Document Type:J

Volume:21

Issue:3

Page Number:1197-1205

ISSN No.:2095-2899

Key Words:unsaturated soil; remolded specimen; uniformity; pore structure; saturation degree

Abstract:Pressure plate instrument is employed during drying, and unconfined compressive strength test is performed on the unsaturated specimen. Curves of shear force versus shear displacement, and curves of saturation degree versus time are investigated. The results show that the specimens with similar curves of saturation degree versus time have nearly identical mechanical behavior. In particular, the uniform specimens should be chosen within the lower equilibrium saturation degree because steady test results are presented. Further, the conclusion is verified by the repeated test. Thus, the method for distinguishing the uniform unsaturated specimen is obtained. In the light of the method, an improved test process is proposed. The uniform specimens should be chosen by this method under the specific matric suction, and then shear tests are carried out on the chosen unsaturated specimen. Namely, initial value of unsaturated soil is not zero matric suction but a specific suction.

Translation or Not:no