|
|||||
|
|
| 高句丽将军坟稳定性评价及防护对策 | |
| 引用本文： | 何满潮,王树仁,杨国兴,毛利勤,孙崇华.高句丽将军坟稳定性评价及防护对策[J].岩土力学,2004,25(Z2):459-462. |
| 作者姓名： | 何满潮 王树仁 杨国兴 毛利勤 孙崇华 |
| 作者单位： | 1. 中国矿业大学(北京)岩土工程研究所,北京,100083;中国地质大学(北京)岩土工程研究所,北京,100083 2. 北京科技大学土木与环境工程学院,北京,100083 3. 总装备部工程设计研究总院,北京,100028 4. 中国地质大学(北京)岩土工程研究所,北京,100083 |
| 基金项目： | 国家基金委创新研究群体基金(50221402)和教育部科学技术研究重大 |
| 摘 要： | 在现场调研和工程地质勘察的基础上,分析了高句丽将军坟变形破坏的特征,应用三维有限差分程序FLAC3D,模拟研究了将军坟分别在自重、局部地基软化、地下水渗流和地震4种工况下的变形破坏过程,揭示了将军坟变形破坏的机制及在地震作用下的变形破坏趋势,对将军坟稳定性进行了评价,并提出了工程防护对策. |
| 关 键 词： | 数值模拟 稳定性评价 防护对策 |
| 文章编号： | 1000-7598-(2004)增-0459-05 |
| 修稿时间： | 2004年7月15日 |
Research on evaluation of stability of Gaogouli's Jiangjunfen and preventing measures |
|
| He Manchao,Wang Shuren,Yang guoxing,Mao liqin,Sun chonghua.Research on evaluation of stability of Gaogouli''''s Jiangjunfen and preventing measures[J].Rock and Soil Mechanics,2004,25(Z2):459-462. | |
| Authors: | He Manchao Wang Shuren Yang guoxing Mao liqin Sun chonghua |
| Institution: | He Manchao1,2,Wang Shuren3,Yang guoxing4,Mao liqin2,Sun chonghua4 |
| Abstract: | Based on the field investigation and the engineering geological exploration, the deformation failure characteristics of Jiangjunfen was analyzed. The rules of the deformation failure of Jiangjunfen under four cases (the gravity field, and the local soft foundation, and the ground water seepage field, and during earthquake condition)were researched respectively using FLAC technique; the simulation results showed the deformation failure mechanism and the failure developing tendency of Jiangjunfen. The stability of Jiangjunfen was evaluated and the preventing measures to control the evolutional deformation of Jiangjunfen were brought forward. |
| Keywords: | numerical simulation stability evaluation preventing measures |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |