土质边坡渐进破坏数值模拟与模型试验研究
Numerical simulation and experimental model test on the gradual destruction of soil slope
采用有限元理论建立了土质边坡渐进破坏的分析模型,并运用FORTRAN90语言编写程序进行了数值模拟。在建立起弹性应力场后,采用德鲁克-普拉格屈服准则进行屈服判断,将破坏单元的过量应力按照弹塑性力学的有关原理分配到周边单元,并对破坏单元进行了强度处理,寻找出了边坡模型的渐进破坏带。通过算例的计算分析,表明本文建立的分析模型是正确的,可以采用该程序预测土质边坡的滑动带位置和模拟边坡滑动破坏过程。采用砂土土样在平面模型架上构筑了小比例几何相似的边坡模型,进行室内物理相似模拟试验,与数值模拟结果进行了对比研究,验证了边坡的破坏过程确实是渐进发展的,与数值模拟结果吻合较好,同时也说明开发的有限元分析程序是正确的。
Used finite element theory to establish the analytical model of the progressive on the soil slope,and used the FORTRAN90 to program to simulate numerically. After building the flexibility stress field, usd Drucker - Prager yield to determine the various units, according to the relevant principles of elastic-plastic mechanics, the excessive stress of the damage cells have been assigned to the peripheral units, and dealed with the strength of damage cells, to find out the progressive damage zone of the slope model. Through the calculation and analysis about an example, indicated that analysis model made in this article, and could use this program to forecast the location of slip strip on soil slope and simulate the destructive process of the slope. Used sandy samples on the plane model shelves to build a small percentage similar geometry model of the slope,and put up the indoor physical similar simulation test to contrast with the result of the numerical simulation,and to verify that the destructive process of the slope is indeed a gradual process, and good agreement with the results of the numerical simulation, and also show that the exploitation of the finite element analysis program is correct.
杨真、郑娟
水利工程基础科学工程基础科学
土质边坡渐进性破坏数值模拟物理相似模拟试验
Soil slopeProgressive damageNumerical simulationhe physical similar simulation test
杨真,郑娟.土质边坡渐进破坏数值模拟与模型试验研究[EB/OL].(2008-11-12)[2025-08-18].http://www.paper.edu.cn/releasepaper/content/200811-303.点此复制
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