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| 岩石工程开挖对山坡体应力场扰动规律的数值分析 | |
| 引用本文： | 孙世国,崔恒忠,冉启发,李国柱.岩石工程开挖对山坡体应力场扰动规律的数值分析[J].地球与环境,2005,33(3):107-111. |
| 作者姓名： | 孙世国 崔恒忠 冉启发 李国柱 |
| 作者单位： | 1. 北方工业大学,北京,100041 2. 北京万达房地产开发公司,北京,100051 3. 云南省小龙潭矿务局,云南,开远,661601 |
| 基金项目： | 北京市优秀人才培养基金 |
| 摘 要： | 应用三雏数值分析方法,研究人工开挖边坡与自然山体边坡体之间的应力场分布特点、演变规律和作用关系,并依据应力场演变规律确定边坡岩体的破坏模式;以便为矿山生产及周边环境的安全评价提供科学依据。 |
| 关 键 词： | 数值分析 破坏机制 边坡 山坡 |
| 文章编号： | 1672-9250（2005）03-0107-05 |
| 收稿时间： | 2005-05-27 |
| 修稿时间： | 2005-07-15 |
NUMERICAL ANALYSIS OF DISTURBATION LAW FOR STRESS FIELD IN HILLSIDE EXCAVATED BY ROCK ENGINEERING |
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| SUN Shi-guo,CUI Heng-zhong,RAN Qi-fa,LI Guo-zhu.NUMERICAL ANALYSIS OF DISTURBATION LAW FOR STRESS FIELD IN HILLSIDE EXCAVATED BY ROCK ENGINEERING[J].Earth and Environment,2005,33(3):107-111. | |
| Authors: | SUN Shi-guo CUI Heng-zhong RAN Qi-fa LI Guo-zhu |
| Institution: | 1. North China University of Technology, Beijing 100041, China; Beijing Wanda Real Estate Co. , Ltd. , Beijing 100051, China; 3. Mining Bureau of Xiaolongtan, Yunnan Province, Kaiyuan 661601, China |
| Abstract: | This paper studies the distribution features, changing law and acting relation of the stress field between excavated slope and hillside using the method of three-dimensional numerical analysis. Failure model is decided by the changing law of stress field. So, scientific basis is provided for safety valuation of mining production and surrounding environments. |
| Keywords: | numerical analysis failure mechanism slopes hillside |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |