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2011年01 期
| 標(biāo)題 |
| 巖體結(jié)構(gòu)控制下的邊坡穩(wěn)定性多因素敏感性分析(51 卷) |
| 英文標(biāo)題 |
| Multiple-factors sensibility analysis of slope stability under control of rock-mass structure |
| 摘要 |
| 結(jié)合某水庫(kù)邊坡工程，根據(jù)壩址區(qū)主要Ⅱ級(jí)結(jié)構(gòu)面的發(fā)育特征，通過(guò)地質(zhì)分析表明對(duì)巖質(zhì)邊坡穩(wěn)定性起控制作用的兩個(gè)結(jié)構(gòu)面是斷層F11和斷層帶F6,7,8?；谡辉囼?yàn)設(shè)計(jì)理論建立了壩肩邊坡穩(wěn)定性的多因素敏感性分析模型,對(duì)影響該巖質(zhì)邊坡穩(wěn)定性的基本因素，斷層F11與F6,7,8的黏聚力 |
| 作者 |
| 新聞作者:李揚(yáng)，楊繼紅，劉漢東 |
| 關(guān)鍵字 |
