| 基坑围护结构承受的水压力计算理论的试验验证和分析 |
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| 引用本文： | 崔红军,陆士强. 基坑围护结构承受的水压力计算理论的试验验证和分析[J]. 武汉大学学报(工学版), 2001, 34(1): 45-48 |
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| 作者姓名： | 崔红军 陆士强 |
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| 作者单位： | 武汉大学土木建筑工程学院，湖北武汉 430072 |
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| 摘 要： | 通过土体中水压力的传递试验和对水压力传递过程进行理论推导 ,证明了土体 (包括粘性土 )是可以传递水压力的 ,而且土体中的水压力均衡时间在工程意义上可以忽略不计 ,因此 ,在水土压力计算中 ,应当应用有效应力原理
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| 关 键 词： | 土压力 水压力 水压力传递 |
| 文章编号： | 1006-155X(2001)01-045-04 |
| 修稿时间： | 1999-11-16 |
Test verification and analysis of calculation theory of waterpressure on bracing construction of foundation pit |
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| CUI Hong-jun,LU Shi-qiang. Test verification and analysis of calculation theory of waterpressure on bracing construction of foundation pit[J]. Engineering Journal of Wuhan University, 2001, 34(1): 45-48 |
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| Authors: | CUI Hong-jun LU Shi-qiang |
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| Abstract: | Experiments and theoretical derivation of water pressure transmission in soil presented in this paper show that the water pressure can be transmitted through soil and that the time of water pressure uniformization is so short (1-2 hours) that it can be ignored in engineering. Therefore, the effective stress theory of soil should be used in the calculation of soil_water pressure. |
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| Keywords: | earth pressure water pressure transmission of water pressure |
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