...筑设计论文 关键词：地下结构 水土压力 偏压结构 弹性地基梁 [gap=428]Key words：underground structure, water-earth pressure, biasing structure, elastic foundation beam ...
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Based on the classification of pore water pressures,the formula of lateral water and earth pressure is given under different pore water pressure conditions.
基于孔隙水压力的分类建议,给出了几种不同孔隙水压力情况下侧向水土压力的计算公式。
参考来源 - 侧向水土压力计算方法的对比研究The deformation of retaining structures can be divided into two stages: one is unloading effecting stage; another is lateral earth and water pressure effecting stage.
3.将围护结构变形分为两个阶段:开挖瞬时卸荷作用阶段和主被动区水土压力差作用阶段。
参考来源 - 考虑卸荷影响的基坑三维计算理论研究It is proved that measured water-earth pressure values on supporting structure is consistent with that calculated with the calculation chart.
通过实例计算表明，根据新计算图式所求得的水土压力值和实测值基本一致。
参考来源 - 期刊学术社区·2,447,543篇论文数据，部分数据来源于NoteExpress
围护结构上的水土压力计算不但与土体分类有关，还与孔隙比直接相关。
Water and earth pressures on retaining structure are related not only to the soil categories, but also the void ratio.
实用主动水土压力系数方法为持续暴雨作用下挡墙主动水土压力计算提供简化实用方法。
The practical coefficient method of AWP is available for the simplified and practical calculating method of AWP during continuous rainfall.
算例分析表明，在黏性土中采用水土压力分算和合算得到的圆形沉井最大土体反力差别很大。
The analytical calculation for one project case shows that the maximal earth counterforces calculated by estimating water and earth pressure together or separately in clay soil were very different.
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