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biot 软土地基工程固结分析软件
- 软土地基工程固结分析软件
P93
- 比奥固结平面有限元程序，用于计算地下水位及地面沉降-Biot' s consolidation plane finite element program, used to calculate the water table and land subsidence
boit
- 用Fortran编写的2D土体固结边界元程序-2D biot consolidation programme by fortran
biot
- 进行软土地基固结分析，比较实用的好东西！-The soft soil consolidation, more practical good thing!
2D-Biot-Consolidation
- 二维Biot固结有限元程序,可用于模拟土体固结或其他流固耦合渗流问题。-FEM Program for 2D Biot Consolidation
biao-Consolidation
- 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.
DC
- 固结度计算：计算软土地基在堆载预压法处理后的固结度。-Degree of consolidation calculation: the calculation of soft ground in a heap load pre-pressure treatment of the degree of consolidation.
Consolidate
- 一个计算土体固结的小程序，包括差分法计算固结度以及利用MFC文档视图结构显示。-A program for Calculating Consolidation of soil.It includes the calculation of Soil Consolidation and it s representation by using MFC.
Finite-Difference-Method
- 有限差分法求解非线性一维固结问题，利用的是6点差分格式。-Finite Difference Method
CC_CK-non-darcian-SBIA-TV2
- 塑料排水板径向固结解析解小软件，里面有详细的解释和参考文献，岩土工程非常好的学习资料-Table Excel calculation of consolidation, the internal details, there are references, geotechnical engineering good learning materials
bounding
- 土体的三轴固结试验模拟，扩展ABAQUS软件应用范围(Experimental simulation of three axis consolidation of soil)
FSM_MB - Copy
- 此程序用于求解混合边界条件下的固结问题，采用的是有线条法。(It is used to solve the consolidation problem under mixed boundary conditions.)
diffenence_method_consolidation
- 本程序关于：有限差分法求解太沙基以为固结问题(This procedure is concerned with the finite difference method for solving the problem of consolidation.)
一维固结解析解
- 本程序根据太沙基一维固结的解析解求解一维固结问题(This procedure is based on the analytical solution of the one-dimensional consolidation of the Pacific base.)
FEM_2D4NPE_BIOT
- 基于MATLAB编制的一个有限元程序，弹性材料，二维实体单元，考虑各向同性二维比奥固结，包括所有函数文件、参考资料、算例说明和结果等，具有较高的参考价值。(A finite element program based on MATLAB, elastic material, two-dimensional solid element, considering isotropic two-dimensional Biot consolid
mcc
- 修正剑桥模型子程序，正常固结软粘土的本构模型(The modified cam clay)