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厚层软岩与硬岩互层岩体高边坡卸荷变形与支护研究
引用本文:杨学堂,哈秋排,高希章,张永兴.厚层软岩与硬岩互层岩体高边坡卸荷变形与支护研究[J].岩石力学与工程学报,2004,23(16):2681-2686.
作者姓名:杨学堂  哈秋排  高希章  张永兴
作者单位:1. 重庆大学土木工程学院,重庆,400045;三峡大学土木工程学院,宜昌,443002
2. 长江三峡开发总公司,北京,100062
3. 四川省水利水电勘测设计研究院,成都,610072
4. 重庆大学土木工程学院,重庆,400045
摘    要:采用传统的加载力学方法和卸荷力学方法,利用数值计算对紫坪铺水利工程引水发电隧洞进口高边坡开挖后的应力.应变进行了研究。对比分析两种计算方式算得的边坡位移成果,揭示了岩体开挖边坡的卸荷变形及加固效应特性。

关 键 词:岩石力学  边坡  卸荷  变形  引水隧洞  位移
文章编号:1000-6915(2004)16-2681-06
收稿时间:2003-1-15
修稿时间:2003-3-28

RESEARCH ON UNLOADING DEFORMATION AND SUPPORT OF HIGH SLOPE OF THICK SOFT ROCK INTERLACED WITH HARD ROCK
Yang Xuetang,Ha Qiuling,Gao Xizhang,Zhang Yongxin.RESEARCH ON UNLOADING DEFORMATION AND SUPPORT OF HIGH SLOPE OF THICK SOFT ROCK INTERLACED WITH HARD ROCK[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(16):2681-2686.
Authors:Yang Xuetang    Ha Qiuling  Gao Xizhang  Zhang Yongxin
Affiliation:Yang Xuetang1,3,Ha Qiuling2,Gao Xizhang4,Zhang Yongxin1
Abstract:For the high slope of intake of diversion tunnel of Zipingpu Irrigation Project,the relationships of stress and strain are calculated by traditional mechanical methods of unloading and loading. The results on slope displacement calculated by the two methods of loading and unloading are compared,and the excavation unloading-induced deformation and corresponding support for the slope are shown in this paper.
Keywords:rock mechanics  slope  unloading  deformation  reinforcement
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