摘要
通过有限元计算、经验类比和现场观测 ,对以重庆市邹容广场为例的高层建筑岩石洞室地基稳定性分析进行了较为全面的研究 ,其中包括岩体力学参数、岩体破坏准则、有限元计算方案。
This paper presents an all-side study on one successful engineering project, the Chongqing Zhourong Plaza, twenty floors high with two air raids caves just cross under it. The study includes geological investigation, rock mass parameters choice, elastic-plastic rock mass failure criteria, calculation with finite element method, results analyses, conclusions on stability analyses and construction suggestions.
出处
《重庆建筑大学学报》
EI
CSCD
2001年第1期17-20,共4页
Journal of Chongqing Jianzhu University
关键词
岩石
洞室
稳定性分析
地基
岩石力学
rock cave ground
high-rise building
stability analysis
