| 三峡工程船闸高边坡岩体松动区及其性状 |
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| 引用本文： | 夏熙伦,周火明,盛谦,肖国强.三峡工程船闸高边坡岩体松动区及其性状[J].长江科学院院报,1999,16(4):1-5. |
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| 作者姓名： | 夏熙伦 周火明 盛谦 肖国强 |
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| 作者单位： | 岩基研究所 |
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| 基金项目： | 国家自然科学基金委员会和长江三峡工程开发总公司联合资助项目 |
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| 摘 要： | 根据观测试验资料和有限元计算结果，研讨了三峡船闸高边坡岩体因开挖卸荷及应力调整而产生的松动区和性状劣化的规律，从而为研究边坡的稳定性及加固方案提供了重要依据。
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| 关 键 词： | 岩体 高边坡 开挖 卸荷 松动区 力学性状 |
| 修稿时间： | : 1998-06- |
Excavation Loosened Zone and Mechanical Behaviors of Rock Mass of Lock's High Slope of TGP |
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| Xia Xilun,Zhou Huoming,Sheng Qian,Xiao Guoqiang.Excavation Loosened Zone and Mechanical Behaviors of Rock Mass of Lock's High Slope of TGP[J].Journal of Yangtze River Scientific Research Institute,1999,16(4):1-5. |
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| Authors: | Xia Xilun Zhou Huoming Sheng Qian Xiao Guoqiang |
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| Abstract: | Based on the results of a lot of measurements in situ test and FEM analysis, the loosened zone and its status worsening regularity due to excavation unloading and stress adjustment in the rock mass of high slope of TGP lock have been studied in this paper. The key bases for studying the stability and the reinforcement scheme of high slope are proposed. |
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| Keywords: | rock mass high slope excavation load off loosened zone mechanical behavior |
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