• 中國地震研究:英文版 · 2020年第4期469-481,共13頁

    Flow Characteristics of Large-Scale Liquefaction-Slip of the Loess Strata in Shibei Tableland, Guyuan City,Induced by the 1920 Haiyuan M81/2 Earthquake

    作者:MA Xingyu,WANG Lanmin,WANG Qian,WANG Ping,ZHONG Xiumei,PU Xiaowu,LIU Fuqiang,XU Xiaowei

    摘要:Based on the dynamic triaxial liquefaction test of the loess samples which are taken from Shibei tableland,Guyuan City,Ningxia,China,the characteristics of dynamic strain,dynamic stress and pore water pressure are studied under cyclic loading.Triaxial shear test is conducted immediately after the sample reaches liquefaction point.During the test,the property of the liquefied soil is analyzed through fluid mechanics method,whereby the fluidity of the liquefied soil is represented by apparent viscosity.The results show that the fluidity of liquefied loess changes from“shear thickening”to“shear thinning”as the shear force continues,and the fluidity of liquefied loess is closely related to its structure.In addition,in the process of forming a new stable state,the apparent viscosity and deviant stress change with axial strain in a similar approach.When the sample reaches its stable state,it meanwhile shows a relatively stable apparent viscosity.According to the fluid mechanics and the law of conservation of energy,the slip distance of the liquefied soil is estimated,and the results are in good agreement with the field investigation results.

    發文機構:Key Laboratory of Loess Earthquake Engineering Lanzhou Institute of Seismology Department of Civil Engineering and Mechanics

    關鍵詞:SaturatedloessHYDRODYNAMICSLIQUEFACTIONApparentviscosity

    分類號: P31[天文地球—固體地球物理學]

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