Influence of specimen uniformity on mechanical behaviour of unsaturated soil
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 curv...
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Published in | Journal of Central South University Vol. 21; no. 3; pp. 1197 - 1205 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Heidelberg
Central South University
01.03.2014
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Subjects | |
Online Access | Get full text |
ISSN | 2095-2899 2227-5223 |
DOI | 10.1007/s11771-014-2054-9 |
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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. |
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AbstractList | 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. |
Author | Zhang, Jin-li Yang, Qing Yang, Gang |
Author_xml | – sequence: 1 givenname: Gang surname: Yang fullname: Yang, Gang email: qyang@dlut.edu.cn organization: Institute of Geotechnical Engineering, Dalian University of Technology – sequence: 2 givenname: Qing surname: Yang fullname: Yang, Qing organization: Institute of Geotechnical Engineering, Dalian University of Technology – sequence: 3 givenname: Jin-li surname: Zhang fullname: Zhang, Jin-li organization: Institute of Geotechnical Engineering, Dalian University of Technology |
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Cites_doi | 10.1007/s11771-009-0136-x 10.1680/geot.1999.49.2.143 10.1023/A:1006590500229 10.3208/sandf1972.28.4_107 10.1061/40510(287)8 10.1680/geot.2003.53.1.41 10.1139/t00-026 10.1139/t01-014 10.1139/t02-056 10.3208/sandf.47.253 10.3208/sandf.50.161 10.1061/(ASCE)1090-0241(2005)131:5(654) 10.1061/(ASCE)GT.1943-5606.0000348 10.1680/geot.2002.52.4.269 10.1017/S0021859600007838 10.2136/sssaj1981.03615995004500060004x 10.1016/j.compgeo.2008.08.001 10.1061/(ASCE)IR.1943-4774.0000371 10.1520/GTJ11108J 10.1061/JSFEAQ.0000753 10.1520/GTJ101373 10.1520/GTJ103529 |
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