| r超深地下连续墙槽壁稳定性数值分析 |
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| 引用本文： | 王长虹. r超深地下连续墙槽壁稳定性数值分析[J]. 上海轻工业高等专科学校学报, 2010, 0(3): 190-195 |
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| 作者姓名： | 王长虹 |
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| 作者单位： | 上海应用技术学院轨道交通学院,上海200235 |
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| 摘 要： | 根据土层的物理力学性质、承压水头及护壁泥浆等进行超深地下连续墙槽壁稳定性分析。通过槽壁稳定性解析理论与数值计算对比分析出安全系数,相应提出超深地下连续墙的施工泥浆护壁措施,防止槽壁坍塌。
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| 关 键 词： | 地下连续墙 安全系数 数值计算 泥浆护壁 承压水头 |
Stability Analysis of Extremely deep Trenches of Diaphragm Wall |
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| WANG Chang-hong. Stability Analysis of Extremely deep Trenches of Diaphragm Wall[J]. Journal of Shanghai Institute of Technology(Natural Science), 2010, 0(3): 190-195 |
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| Authors: | WANG Chang-hong |
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| Affiliation: | WANG Chang-hong(Faculty of Traffic Rail Engineering,Shanghai Institute of Technology,Shanghai 200235,China) |
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| Abstract: | The stability analysis of the trenches of the extremely deep diaphragm wall is presented in line with the physical mechanical properties of the soil layer,artesian water,and stabilizing fluid.The safety factor for the stability of the trenches is compared by analytic theory and numerical computation.According to the result,the corresponding wall support measures are proposed in order to prevent the trenches from collapsing. |
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| Keywords: | diaphragm wall safety factor numerical computation stabilizing fluid artesian water |
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