| 宋德东,龚甲桂,高文凯,王荣军,靳春雷,徐小东,乔雨.青云寺滑坡隐患体稳定性分析及防治措施[J].矿产勘查,2022,13(11):1713-1718 |
| 青云寺滑坡隐患体稳定性分析及防治措施 |
| Study on stability of potential landside of the Qingyun Temple and its control measures |
| 投稿时间：2021-03-22 |
| DOI：10.20008/j.kckc.202211015 |
| 中文关键词: 滑坡 稳定性 破坏模式 防治措施 |
| 英文关键词: landslide stability failure mode control measures |
| 基金项目: |
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| 中文摘要: |
| 本文以安丘市青云寺滑坡为例,开展了滑坡隐患体稳定性分析及防治措施研究。根据滑坡基本特征,从地形地质、大气降水和人为因素三个方面分析了诱发滑坡的原因。综合分析认为,该滑坡破坏模式为前缘先滑动后牵引坡体及后缘滑动的小型土质滑坡。根据工程地质勘察数据,采用瑞典条分法开展滑坡体稳定性定量计算与评价,获得了三种荷载组合工况的坡体稳定性状态,并在此基础上提出了相应的防治对策。研究成果可为类似滑坡隐患体防治提供借鉴。 |
| 英文摘要: |
| Taking the Qingyun Temple landslide in Anqiu City as an example, the stability analysis and control measures of the landslide hidden risk body were carried out. According to the basic characteristics of the landslide, the causes of the landslide are analyzed from three aspects:topography, geology, atmospheric precipitation and human factors. Comprehensive analysis suggests that the failure mode of the landslide is a small soil landslide in which the leading edge slides first, then the slope body is pulled and the trailing edge slides. Based on the engineering geological survey data, the quantitative calculation and evaluation of the stability of the landslide mass were carried out by using the Swedish strip method, and the stability status of the slope mass under three load combinations were obtained. In the end, corresponding prevention and control countermeasures were put forward. |
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