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2下载：
瑞士某大学编写的著名计算有限元程序Z-Soil的面向对象语言版的-Swiss University, prepared a well-known finite element program calculated Z-Soil of the object-oriented language version of the
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考虑土地基情况，考虑土的长期沉降效应，计算出筏板地基下土层分块刚度。作为边界条件参与进一步的有限元计算，为本人本科毕业设计所编程序。-Consider land-based, considering the long-term soil subsidence effects, to calculate the soil under the foundation raft block stiffness. As a boundary condition to participate in furt
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结构有限元计算程序，可进行岩土边坡有限元分析-Finite element calculation procedure can be carried out finite element analysis of rock and soil slope
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1.本程序为平面变形问题非线性有限元程序,可用于计算土坝、地基、挡土墙或地下结构的应力和变形。
2.土的非线性应力--应变关系采用邓肯双曲线模式
另一个弹性常数可有两种选择:
(a)切线泊松比:
(b)切线体积模量:
3.解题方法为中点增量法,考虑到每级加荷的两次计算所得的弹性常数对某些单元可能相差较大,而实际可能处于这两者之间,因此取两者的某种加权平均值作为修正的计算弹性常数,其中初始弹性常数取权为1/4,中点弹性常数取权为3/4,以反映平均结果接近中点弹性常数。
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Project+source code finite element method soil mechanic
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土体本构模型代码，用于ABAQUS有限元软件分析-Soil constitutive model code, ABAQUS finite element software for analysis
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非粘性土壤中溶质运移问题的守恒混合有限元法及其数值模拟-Non-sticky problem of solute transport in soil conservation mixed finite element method and numerical simulation
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考虑比奥固结的土体应力研究程序，非线性及弹塑性比奥固结平面有限元。-Consider the Biot s consolidation of the soil stress research program, non-linear and planar elastic-plastic finite element Biot s consolidation.
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用于岩土有限元计算的Duncan-zhang模型(Duncan-zhang model for the finite element calculation of rock soil)
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能够对非线性材料的岩土体进行有限元计算的软件(The rock and soil mass with nonlinear material is calculated by finite element method)
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