| 既有建筑给排水管网渗漏对黄土边坡稳定性的影响 |
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| 引用本文： | 韩晓雷,徐可.既有建筑给排水管网渗漏对黄土边坡稳定性的影响[J].建筑结构,2011(5). |
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| 作者姓名： | 韩晓雷 徐可 |
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| 作者单位： | 西安建筑科技大学土木工程学院; |
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| 基金项目： | 陕西省重点学科资助项目(E01002) |
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| 摘 要： | 基于边坡稳定性分析原理和锚杆支护计算方法,在考虑黄土结构性影响的条件下,分析论证了发生破坏的某黄土工程边坡的失稳原因。通过对边坡的稳定性分析,针对既有建筑给排水管网渗漏形成的土体增湿而造成的黄土工程边坡失稳状况,给出了相应的处理措施。
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| 关 键 词： | 非饱和土 管道渗漏 黄土边坡 稳定性分析 |
Impact of pipeline leakage of existing buildings on loess slope stability |
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| Han Xiaolei,Xu Ke.Impact of pipeline leakage of existing buildings on loess slope stability[J].Building Structure,2011(5). |
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| Authors: | Han Xiaolei Xu Ke |
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| Affiliation: | Han Xiaolei,Xu Ke(College of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China) |
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| Abstract: | Based on the slope stability analysis theory and bolting method,the instability reason of a damaging loess slope engineering was analyzed and appraised,in considering the impact of loess structural conditions.The drainage network leakage of existing building led the humidity of the soil formation to increase.In order to solve the instability conditions of loess slope engineering which was caused by the increasing humidity of the soil formation,the appropriate treatment measures through the slope stability a... |
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| Keywords: | unsaturated soil pipeline leakage loess slope slope stability analysis |
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