| 基于因素敏感性分析的人工排土场高边坡稳定性研究 |
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| 引用本文： | 胡高社,任红珠,丁岩.基于因素敏感性分析的人工排土场高边坡稳定性研究[J].力学学报,2007,15(4):555-558. |
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| 作者姓名： | 胡高社 任红珠 丁岩 |
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| 作者单位： | 1. 长安大学地质工程与测绘学院,西安710054;
2. 西部地质资源与地质工程教育部重点实验室,西安710054;
3. 国土资源部岩土工程开放研究实验室,西安710054 |
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| 摘 要： | 在考虑人工排土场松散高边坡基本特征、变形破坏方式等的基础上,采用因素敏感性分析法,计算讨论了影响排土场高边坡稳定的主要因素--坡体几何形态特征、日常爆破震动、水等因素的变化对其稳定性的影响程度,确定了坡体几何形态特征因素为影响其稳定性的关键因素以及在确保排土场高边坡稳定条件下的单台阶合理坡角、坡高、预留宽度等人工堆积参数及最大堆积高度。
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| 关 键 词： | 排土场 松散高边坡 稳定性 因素敏感性分析 |
| 收稿时间： | 2006-12-01 |
| 修稿时间： | 2007-03-15 |
STABILITY ANALYSES OF HIGH FILL SLOPE BASED ON THE GENE SENSITIVE ANALYSIS |
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| HU Gaoshe,REN Hongzhu,DING Yan.STABILITY ANALYSES OF HIGH FILL SLOPE BASED ON THE GENE SENSITIVE ANALYSIS[J].chinese journal of theoretical and applied mechanics,2007,15(4):555-558. |
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| Authors: | HU Gaoshe REN Hongzhu DING Yan |
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| Institution: | 1. College of Geology Engineering and Geomatics,Chang’an University,Xi’an 710054;
2. Key Laboratory of Western China’s Mineral Resources and Geological Engineering,Ministry of Education,Xi’an 710054;
3. Open Research Laboratory of Geotechnical Engineering,The Ministry of Land Resources,Xi’an 710054 |
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| Abstract: | This article is based on the basic characters and deformation styles etc of the loose fill slope with great height.It takes the way of gene sensitive analysis to calculate and discuss effect degree for the major factors to the stability of the high slope.The factors include geometric features of the slope,daily blasting vibration and water.They are used to determine the geometric features of the slope as the key factor to its stability.Then It puts forward the proper angle,height and the reserved width,artificial deposits parameters and the maximum deposit height of the slope under the condition of the stable dump slope. |
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| Keywords: | Dump Loose high slope Stability Gene sensitive analysis |
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