ES 称为无侧向膨胀变形模量,或称土的压缩模量(constrained modulus),是有侧向约束 条件下的σZ与εZ 之比. E 变形模量(modulus of deformation),是无侧向约束条件下的σZ与εZ 之比.
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The interval of the initial stresses and elastic modulus can be obtained by using the constrained variable metric method to solve the present model.
并采用约束变尺度方法求解该反演模型，获得地应力和弹性模量所在区间范围。
The interval of the initial stresses and elastic modulus can be obtained by using the constrained variable metric method for the present model.
并采用约束变尺度方法求解该反演模型，获得地应力和弹性模量所在区间范围。
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