| 某边坡稳定性计算与评价 |
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| 引用本文： | 景怀文,李岳,赵明.某边坡稳定性计算与评价[J].中国科技纵横,2011(14):237-237,252. |
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| 作者姓名： | 景怀文 李岳 赵明 |
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| 作者单位： | 西安长庆地产集团有限公司,陕西西安530022 |
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| 摘 要： | 以某边坡为工程背景，分析了边坡稳定性的宏观地质表现，边坡整体稳定性情况，并反演了滑面上的参数，包括了粘结力和内摩擦角，表明：现场大剪试验较为接近实际情况，东区及西区部分地段有滑带，但无明显滑面，较现场试验隋况稍好一点，对不同情况建议了不同的粘结力和内摩擦角。
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| 关 键 词： | 边坡 稳定性 评价 |
Calculation and estimation for the stability of one slope |
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| Authors: | JING HUAI-WEN LI YUE ZHAO MING |
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| Institution: | Xi＇ an Changqing Real Estate Group Co. LTD Xi＇ an 710021 China |
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| Abstract: | One slope is taken as the engineering background, the macroscopic geological stability of slope is analyzed, the whole stability situation of the slope is studied, to obtain the parameters on the slip plane, which includes the cohesion and friction angle, showing that, the insitu-test is closed to the real situation, there exist the slip block in the east zone and west zones, but without obvious slip plane, which is better than the laboratory test, the different cohesion and friction angle are recommended. |
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| Keywords: | slope stability estimation |
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