| 参数反算在某水闸岸坡稳定分析中的应用 |
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| 引用本文： | 王飞,李川,杜秀忠,方大勇,孙昌利.参数反算在某水闸岸坡稳定分析中的应用[J].广东水利水电,2014(8). |
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| 作者姓名： | 王飞 李川 杜秀忠 方大勇 孙昌利 |
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| 作者单位： | 广东省水利水电科学研究院，广东省岩土工程技术研究中心，广东广州 510635,广东省水利水电科学研究院，广东省岩土工程技术研究中心，广东广州 510635,广东省水利水电科学研究院，广东省岩土工程技术研究中心，广东广州 510635,广东省水利水电科学研究院，广东省岩土工程技术研究中心，广东广州 510635,广东省水利水电科学研究院，广东省岩土工程技术研究中心，广东广州 510635 |
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| 摘 要： | 根据岸坡稳定现状反算软土的强度参数，并运用反算的强度参数分析围堰基坑降水后岸坡的稳定，从而对设计方案进一步优化。参考岸坡沉降和位移监测结果曲线，岸坡已基本趋于稳定。该分析方法值得工程技术人员参考借鉴。
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| 关 键 词： | 参数反算 岸坡稳定 监测结果 |
Application of Parameter Inverse Calculation to Slope Stability Analysis of A Sluice |
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| Wang Fei,Li Chuan,Du Xiuzhong,Fang Dayong and Sun Changli.Application of Parameter Inverse Calculation to Slope Stability Analysis of A Sluice[J].Guangdong Water Resources and Hydropower,2014(8). |
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| Authors: | Wang Fei Li Chuan Du Xiuzhong Fang Dayong and Sun Changli |
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| Institution: | Guangdong Research Institute of Water Resources and Hydropower,The Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou 510635,China,Guangdong Research Institute of Water Resources and Hydropower,The Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou 510635,China,Guangdong Research Institute of Water Resources and Hydropower,The Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou 510635,China,Guangdong Research Institute of Water Resources and Hydropower,The Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou 510635,China and Guangdong Research Institute of Water Resources and Hydropower,The Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou 510635,China |
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| Abstract: | According to the actual stability , the strength parameters of the soft soil have been back calculated , and then the coffer-dam slope stability has been analyzed with the calculated intensity parameter , accordingly the optimum design scheme has been put forward.Based on the real-time monitoring, the slope maintains a stable state , so this analysis method has some referential value for engineering and technical personnel . |
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