[1]常晓林,陆述远.重力坝岩基破坏过程的计算机动态仿真研究[J].郑州大学学报(工学版),1991,12(03):8-13.
Chang Xiaolin,Lu Shuyuan,Study on computer dynamic simulation of gravity dam base destruction process[J].Journal of Zhengzhou University (Engineering Science),1991,12(03):8-13.
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重力坝岩基破坏过程的计算机动态仿真研究(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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12
- 期数:
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1991年03期
- 页码:
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8-13
- 栏目:
-
- 出版日期:
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1991-09-28
文章信息/Info
- Title:
-
Study on computer dynamic simulation of gravity dam base destruction process
- 作者:
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常晓林;陆述远;
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湖北省武汉市武汉水利电力学院,湖北省武汉市武汉水利电力学院,
- Author(s):
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Chang Xiaolin; Lu Shuyuan;
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Wuhan Wuhan School of Water Conservancy and Electric, Wuhan City, Hubei Province, Wuhan Institute of Water Conservancy and Electric, Wuhan City, Hubei Province,
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- 关键词:
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坝基; 破坏过程; 裂缝; 仿真
- Keywords:
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Dam base; destroy the process; cracks; simulation
- 文献标志码:
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A
- 摘要:
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本文针对重力坝岩基的受荷变形特征及可能破坏形态,就无量纲分析、破坏准则、破坏后效以及应力场与渗流的耦合进行了分析探讨,提出了模拟坝踵裂缝的“裂缝法”,并利用所研制的坝基破坏全过程动态仿真程序进行了算例计算。
- Abstract:
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This article analyzes and discusses the deformation characteristics of the gravity dam rock base and the possible destruction form, on the infinite outline analysis, destruction criteria, post -effects, and coupling of stress fields and infiltration. It proposes the "crack method" of simulation dam cracks.
更新日期/Last Update:
1900-01-01