...正常固结 [gap=1451]ive pore pressure model;dynamic strength;equivalent cyclic dynamic stress level;normal consolidation ...
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... 分异化固结作用 differential compaction 正常固结作用 normal consolidation 水固结作用 hydroconsolidation ...
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... normal collinear impact 共轴正碰撞 normal consolidation 正常压密 normal force characteristic 法向力特性 ...
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normal consolidation state 正常固结状态
normal consolidation line 正常固结线
normal consolidation soil 正常固结土
normal consolidation strata 正常固结地层
In normal consolidation state the coefficient remains approximately a constant value.
当处于正常固结状态时，次固结系数近似为一常数。
The modify Cam-Clay model is a elastoplastic model, it can reflect the deformation character of normal consolidation and low overconsilidation clay.
修正剑桥模型是一种弹塑性模型，在许多情况下可以较好地反映正常固结和弱超固结粘土的变形特性。
The normal consolidation line, the critical state line and the strength envelope line are determined from the laboratory tests, and equations of these lines are given.
通过室内三轴试验测定出上海粘土的正常固结线、临界状态线及天然强度线，并给出各线的表达式。
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