摘要
根据室内抽水压密与注水膨胀模拟试验成果,详细地分析了土骨架的抽水压密与注水膨胀变形的基本特征,确定了适用解释含水层(组)土骨架的抽水压密与注水膨胀变形力学机制的线性粘弹性应力～应变关系。
The model tests of compaction due to pumping and of dilation due to recharging arebriefly introduced, and the primary deformation characteristics of the compaction due to pumping and dilation resulting from recharge of soil skeletons are analyzed in detail. The function ecpressions of the stress - strain relationship of soils with linear viscoelasticity which suitable to be applied to explain the mechanisms of the compaction and dilation of the soil skeletons of aquifer (s) are determined.
