... 6. 地基应力和变形 残余孔隙水压力 residual pore water pressure 6. 地基应力和变形 超静孔隙水压力 excess pore water pressure 6. 地基应力和变形 沉降 settlement ...
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... 6. 地基应力和变形 变形模量 modulus of deformation 6. 地基应力和变形 泊松比 Poisson's ratio 6. 地基应力和变形 布西涅斯克解 Boussinnesq's solution ...
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... 6. 地基应力和变形 变形 deformation 6. 地基应力和变形 变形模量 modulus of deformation 2. 工程地质及勘察 变质岩 metamorphic rock ...
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... 6. 地基应力和变形 布西涅斯克解 Boussinnesq's solution 6. 地基应力和变形 残余变形 residual deformation 6. 地基应力和变形 残余孔隙水压力 residual pore water pressure ...
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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.
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