本文研究了荷载分布、应力路径和非线性变形对地基性状影响。提出了一个新的基础沉降量计算公式。
The influence of loading distribution stress path and nonlinear deformation on foundation behaviour are studied in this paper. A new settlement formula for foUndations is proposed.
一般的计算方法是考虑地基模型为文克尔地基模型，但该模型具有不能扩散应力和变形的缺陷，不适宜做为高层建筑地基模型。
Winkler foundation model is generally used. But it is not appropriate as a model of high-rise building foundation because the model cannot describe the spread of stress and deformation.
通过模拟建筑物地基不均匀沉降引起的应力和变形状态来研究分析建筑物不均匀下沉的破坏规律。
By simulating the stress and deformation of the buildings caused by foundation's uneven sedimentation, we have obtained some rules about damage to buildings.
根据地基应力解除法纠偏方法原理和软土的变形机理，建立了土体非线性弹-粘弹流变本构模型，并将其成功运用于软粘土地基应力解除法纠偏工程实践。
Based on principle of correcting method of subgrade-stress relieving and deformation mechanism of soft soil, a nonlinear elastic-viscoelastic rheological constitutive model of soil is proposed.
地基附加应力和变形计算是地基设计计算的重要内容，直接关系着结构设计的安全可靠程度。
Research on numerical simulations of displacement deformation and additional stress for buildings in mining active area;
应用三维有限元动力学的基本方法 ，结合Newmark积分方法逐步求解运动方程 ，对移动点荷载作用下温克勒地基上板的变形和应力响应进行了分析 。
Dynamic response of layered pavements subjected to dynamic loads is analyzed by using the three dimensional(3D) finite element method in conjunction with NEWMARK integration scheme.
应用三维有限元动力学的基本方法 ，结合Newmark积分方法逐步求解运动方程 ，对移动点荷载作用下温克勒地基上板的变形和应力响应进行了分析 。
Dynamic response of layered pavements subjected to dynamic loads is analyzed by using the three dimensional(3D) finite element method in conjunction with NEWMARK integration scheme.
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