| 引用本文： |
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张信贵,吴恒,易念平,潘树青,熊良兵,沙吉林.梧州市河西防洪堤岸坡三维计算机模拟[J].广西科学,1999,6(2):81-84. [点击复制]
- Zhang Xingui,Wu Heng,Yi Nianping,Pan Shuqing,Xiong Liangbing,Sha Jilin.Three-dimensional Computer Simulation of the Breakwater's Bank Slope in Hexi District,Wuzhou[J].Guangxi Sciences,1999,6(2):81-84. [点击复制]
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| 摘要: |
| 用编制的三维有限元程序对梧州防洪堤岸坡两处典型滑坡地段进行三维计算机模拟,模拟结果与实测的结果吻合,验证了程序的可靠性。并且利用程序对抗剪强度参数进行了反演。 |
| 关键词: 三维有限元程序 计算机模拟 滑坡 抗剪强度 |
| DOI： |
| 投稿时间：1998-12-25 |
| 基金项目:国家自然科学基金及广西科学基金联合资助(59868001、49662010),广西留学回国人员科学基金资助课题(桂计回9652013),广西高校跨世纪学科带头人培养对象专项基金资助课题(桂教科1997第424号)。 |
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| Three-dimensional Computer Simulation of the Breakwater's Bank Slope in Hexi District,Wuzhou |
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Zhang Xingui, Wu Heng, Yi Nianping, Pan Shuqing, Xiong Liangbing, Sha Jilin
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| (College of Civil Engi., Guangxi University, 10 Xixiangtanglu, Nanning, Guangxi, 530004) |
| Abstract: |
| By working out three-dimensional finite element analysis program,this paper simulates and calculates two typical landslide's stability of the breakwater's bank slope in Wuzhou. Between results of simulative calculation and those of actual determinate are identical.Results prove that the three-dimensional finite element program is reliable,and counter-analyses the shear strength parameters by using program. |
| Key words: three-dimensional finite element program computer simulation landslide shear strength |
