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Volume 42 Issue 12
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WANG Luan, SUN Rui, LIU Hui-da, YUAN Xiao-ming, WANG Yun-long. New method to compensate for membrane compliance in dynamic triaxial liquefaction tests on gravelly soils[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(12): 2281-2290. DOI: 10.11779/CJGE202012015
Citation: WANG Luan, SUN Rui, LIU Hui-da, YUAN Xiao-ming, WANG Yun-long. New method to compensate for membrane compliance in dynamic triaxial liquefaction tests on gravelly soils[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(12): 2281-2290. DOI: 10.11779/CJGE202012015
shu

New method to compensate for membrane compliance in dynamic triaxial liquefaction tests on gravelly soils

  • 1.

    Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China

  • 2.

    Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration, Harbin 150080, China

  • 3.

    China Construction Infrastructure Corp., Ltd., Beijing 100044, China

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  • Received Date: February 08, 2020
  • Available Online: December 05, 2022
    Graphical Abstract
    • Abstract
  • The membrane compliance has a significant effect on the results of the triaxial liquefaction tests. The compensation method is one of the primary means to eliminate the impact of the membrane. The theoretical defects of the existing compensation methods are analyzed and verified in the comparison tests, and the new principle and method for the compensation of membrane compliance are proposed. Based on the large-scale dynamic triaxial liquefaction tests on the gravelly soils with various gravel contents and the measurement of membrane penetration volume, the feasibility and reliability of the new compensation method are verified by taking the modified pore pressure model, which can consider the membrane compliance as a reference. The research shows that the existing compensation principle will lead to inadequate compensation, which only uses the rebound water volume caused by the dynamic force as the total water supplement volume, and the new compensation principle is more scientific and reasonable, considering the effect of membrane distributary. In the dynamic triaxial liquefaction tests with different gravel contents and stresses, the results of the new method are consistent with the theoretical ones, and the variation law is uniform. Compared with the existing compensation method, the new method does not need repeated water replenishment and multiple approximations at a single compensation stage, and its operability is enhanced, and the compensation effect is superior. It is suitable for the dynamic triaxial liquefaction tests on gravelly soils and provides a new technical support for the dynamic characteristics tests on coarse-grained soils.
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