| 断续节理作用的Interface模型及工程应用 |
| |
| 引用本文： | 张强勇,孙爱花,朱维申.断续节理作用的Interface模型及工程应用[J].岩土力学,2006,27(Z1):17-21. |
| |
| 作者姓名： | 张强勇 孙爱花 朱维申 |
| |
| 作者单位： | 1. 山东大学 岩土与结构工程研究中心， 济南 250061；2. 山东建筑大学 土木工程学院， 济南 250101 |
| |
| 摘 要： | 断续节理是影响地下洞室围岩稳定的重要因素，要有效反映其影响提出Interface界面模型模拟断续节理的力学效应。以二滩水电工程大型地下洞室群为背景，对主厂房开挖考虑与不考虑断续节理作用进行了多种地应力工况的数值计算与分析，获得了主厂房洞周在断续节理影响下的位移场和塑性区分布规律，为大型地下工程围岩稳定分析提供了有益的参考。
|
| 关 键 词： | 断续节理 Interface模型 围岩稳定 数值计算与分析 |
| 收稿时间： | 2006-08-10 |
Interface model of intermittent joints and its application to engineering |
| |
| ZHANG Qiang-yong,SUN Ai-hua,ZHU Wei-shen.Interface model of intermittent joints and its application to engineering[J].Rock and Soil Mechanics,2006,27(Z1):17-21. |
| |
| Authors: | ZHANG Qiang-yong SUN Ai-hua ZHU Wei-shen |
| |
| Institution: | 1. Research Center of Geotechnical and Structural Engineering，Shandong University，Jinan 250061，China;
2. College of Civil Engineering, Shandong Architectural University, Jinan 250101，China |
| |
| Abstract: | Intermittent joints are important factors affecting stability of surrounding rockmass. In order to reflect their influence, based on large-sized underground chambers of Ertan Hydropower Project, an interface model is established to simulate mechanical effect of intermittent joints. Taking into account intermittent joint action or not, we have carried out numerical computation analysis for the main opening under various geostress and got some changing laws of displacement field and plastic zone around opening, which provide some useful reference for stability analysis of large sized underground engineering. |
| |
| Keywords: | intermittent joint interface model stability of surrounding rockmass numerical computation |
|
| 点击此处可从《岩土力学》浏览原始摘要信息 |
| 点击此处可从《岩土力学》下载免费的PDF全文 |
