Secant modulus method ( SMM) is a new method to calculate foundation settlement in recent years.
割线模量法是近几年获得青睐的计算地基沉降的新方法。
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On the Comparison of the Modified Secant Modulus Method and Duncan-Chang Tangent Modulus Methed
修正割线模量法与邓肯切线模量法的对比分析
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以三轴剪切试验测得的应力-应变关系为基础，从统一的表达式推出了割线模量和切线模量表达式。
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土体割线模量值大于切线模量值，其差值随应变的增加逐渐减小；
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secant modulus method (smm) is a new method to calculate foundation settlement in recent years.
割线模量法是近几年获得青睐的计算地基沉降的新方法。
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both the tangential modulus and secant modulus are exponential with axial strain.
松散岩块的切线模量和割线模量均与轴向应变呈指数相关性。
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因此，从原点计算的割线模量不能反映实际岩体的变形特征。
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study on some problems of settlement calculation with secant modulus method and its modification
割线模量法在沉降计算中存在的问题及改进探讨
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study on constitutive relation of loess moistening deformation based on secant - modulus method
基于割线模量法的黄土增湿变形本构关系研究
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