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| 地下水对边坡稳定性影响分析 | |
| 引用本文： | 陈刚,艾剑峰,瞿岳前. 地下水对边坡稳定性影响分析[J]. 山西建筑, 2008, 34(26) |
| 作者姓名： | 陈刚 艾剑峰 瞿岳前 |
| 作者单位： | 1. 浙江大学建筑设计研究院,浙江,杭州,310027 2. 江西省高级公路管理局,江西,南昌,330025 3. 浙江泛海建设投资有限公司,浙江,杭州,310007 |
| 摘 要： | 指出水库运营造成的库水位升降是引发库区滑坡的主要因素,提出研究稳定性计算中考虑地下水的思路,举例渗流场类型,通过理论及工程实例分析了水库水位涨落效应,及各种情况下边坡的渗流场类型. |
| 关 键 词： | 地下水 边坡稳定性 影响 |
Analysis on the innuence of the groundwater to the slope stability |
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| CHEN Gang,AI Jian-feng,QU Yue-qian. Analysis on the innuence of the groundwater to the slope stability[J]. Shanxi Architecture, 2008, 34(26) | |
| Authors: | CHEN Gang AI Jian-feng QU Yue-qian |
| Affiliation: | CHEN Gang AI Jian-feng QU Yue-qian |
| Abstract: | The paper points out that the water level fluctuation caused by the reservoir running is the main factor of the landslide in the reservoir area,puts forward the thinking that the groundwater should be considered in the study of the stability calculation such as the type of the seepage field,analyzes the water level fluctuation and the type of the seepage field through the theory and engineering example under various cases. |
| Keywords: | groundwater slope stability effect |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |
