杨坪, 吴民晖, 许德鲜. 2015: 含水率对重塑黄土的变形特性影响的实验研究. 工程地质学报, 23(6): 1066-1071. DOI: 10.13544/j.cnki.jeg.2015.06.005
    引用本文: 杨坪, 吴民晖, 许德鲜. 2015: 含水率对重塑黄土的变形特性影响的实验研究. 工程地质学报, 23(6): 1066-1071. DOI: 10.13544/j.cnki.jeg.2015.06.005
    YANG Ping, WU Minhui, XU Dexian. 2015: LABORATORY TEST ON EFFECT OF MOISTURE CONTENT ON DEFORMATION CHARACTERISTICS OF REMOLDED LOESS. JOURNAL OF ENGINEERING GEOLOGY, 23(6): 1066-1071. DOI: 10.13544/j.cnki.jeg.2015.06.005
    Citation: YANG Ping, WU Minhui, XU Dexian. 2015: LABORATORY TEST ON EFFECT OF MOISTURE CONTENT ON DEFORMATION CHARACTERISTICS OF REMOLDED LOESS. JOURNAL OF ENGINEERING GEOLOGY, 23(6): 1066-1071. DOI: 10.13544/j.cnki.jeg.2015.06.005

    含水率对重塑黄土的变形特性影响的实验研究

    LABORATORY TEST ON EFFECT OF MOISTURE CONTENT ON DEFORMATION CHARACTERISTICS OF REMOLDED LOESS

    • 摘要: 采用侧限压缩实验,对相同干密度、不同含水率的重塑黄土进行压缩固结实验。借鉴原状黄土湿陷性的研究方法,分析了含水率对于重塑黄土的变形影响。结果表明:低含水率时,孔隙比随应力的变化近似为线性、割线模量随应力的变化表现明显的非线性、应变速率衰减得快;高含水率时,孔隙比随应力的变化表现为明显的非线性、割线模量随应力的变化近似为线性、应变速率衰减得慢。

       

      Abstract: The remolded loess with same dry density and different moisture contents are tested with confined compression test. Based on research methods of undisturbed loess collapsibility, effect of moisture content on deformation characteristics of the remolded loess is analyzed. The test results show that under low moisture content, the relationship between void ratio and stress is approximately linear. The relationship between secant modulus and stress is significant nonlinear. The strain velocity decays very rapid. Under high moisture content, the relationship between void ratio and stress is significantly nonlinear. The relationship between secant modulus and stress is approximately linear and the strain velocity decays slowly.

       

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