overconsolidated

Cooper M R.The progressive development of a failure surface in overconsolidated clay at Selborne,UK.

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It is put forward in this paper that the residual strength of overconsolidated soil can be determined by normal routine triaxial testing if its axial load can be controlled exactly.

如果能够准确控制轴向荷重，对超结可在常规三轴仪中测定出残余强度。