砂土抗剪强度数值模拟的关键技术研究 |
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引用本文: | 吴力平,张建标,李刚.砂土抗剪强度数值模拟的关键技术研究[J].浙江水产学院学报,2010(6):575-578. |
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作者姓名: | 吴力平 张建标 李刚 |
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作者单位: | [1]杭州广播电视大学,浙江杭州310012 [2]浙江工业大学,浙江杭州310032 |
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摘 要: | 利用二维颗粒流软件PFC 2D对砂土的抗剪强度进行研究。通过建立数值试样模型、设立相对合理参数、引用"橡皮膜"程序等方法对砂土的三轴剪切试验进行数值模拟,模拟的结果较好地反映了砂土的力学性质。
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关 键 词: | 砂土 抗剪强度 二维颗粒流程序 |
Research on Key Techniques of Numerical Simulation of Sand Shear Strength |
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Authors: | WU Li-ping ZHANG Jian-biao LI Gang |
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Institution: | 1.Hangzhou Radio & TV University,Hangzhou 310012; 2.Zhejiang University of Technology,Hangzhou 310032,China) |
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Abstract: | Shear strength of sand are studied make use of the Particle Flow Code in 2 Dimensions.Through the establishment of numerical sample model,setting up relatively reasonable parameters,citing "rubber film" program and other methods to carry on the numerical simulation of the sand three-axle shear test.The simulation results better reflect the mechanical properties of sand better. |
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Keywords: | sand shear strength Particle Flow Code in 2 Dimensions |
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