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纸质出版:2001
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阴可 张永兴 等. 高层建筑岩石洞室地基稳定性分析[J]. 土木与环境工程学报(中英文), 2001,23(1):17-20.
Stability Analysis of Rock Cave Ground under High-rise Buildings[J]. Journal of Civil and Environmental Engineering, 2001, 23(1): 17-20.
阴可 张永兴 等. 高层建筑岩石洞室地基稳定性分析[J]. 土木与环境工程学报(中英文), 2001,23(1):17-20. DOI: 10.11835/j.issn.1674-4764.2001.01.004.
Stability Analysis of Rock Cave Ground under High-rise Buildings[J]. Journal of Civil and Environmental Engineering, 2001, 23(1): 17-20. DOI: 10.11835/j.issn.1674-4764.2001.01.004.
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、稳定性分析结论及工程措施。
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.
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