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Influence of specimen uniformity on mechanical behaviour of unsaturated soil

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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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Authors and Affiliations

  1. Institute of Geotechnical Engineering, Dalian University of Technology, Dalian, 116024, China

    Gang Yang  (杨钢), Qing Yang  (杨庆) & Jin-li Zhang  (张金利)

Authors
  1. Gang Yang  (杨钢)
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  2. Qing Yang  (杨庆)
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  3. Jin-li Zhang  (张金利)
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Corresponding author

Correspondence to Gang Yang  (杨钢).

Additional information

Foundation item: Project(51179023) supported by the National Natural Science Foundation of China

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Yang, G., Yang, Q. & Zhang, Jl. Influence of specimen uniformity on mechanical behaviour of unsaturated soil. J. Cent. South Univ. 21, 1197–1205 (2014). https://doi.org/10.1007/s11771-014-2054-9

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  • DOI: https://doi.org/10.1007/s11771-014-2054-9

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