考虑节理面边坡稳定分析.ppt

考虑结构面的边坡稳定分析实例 Step 1. Step 2. Step 3. Step 4. Step 5. Step 6. Step 7. Step 8. Step 9. Step 10. Step 11. Step 12. Step 13. Step 14. *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-3. Pier – AutoMesh *MIDAS Information Technology Co., Ltd. midas FEA Training Series Post Processing *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-1. Analysis of a Concrete Floor *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-4. Pier – MapMesh *MIDAS Information Technology Co., Ltd. midas FEA Training Series MA-1. Modal Analysis of a Stiffened Plate *MIDAS Information Technology Co., Ltd. midas FEA Training Series B-1. Buckling Pipe *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-5. Analysis of a Frame Tower *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-6. Analysis of a Box Girder *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-2. Analysis of a Pier Table *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-7. Analysis of a Steel Box Bridge *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-8. Analysis of a Solid Block *MIDAS Information Technology Co., Ltd. midas FEA Training Series TH-1. Analysis of a Steel Box Bridge *MIDAS Information Technology Co., Ltd. midas FEA Training Series RS-1. Analysis of a Steel Box Bridge *MIDAS Information Technology Co., Ltd. midas FEA Training Series LS-9. Corrugated Steel-Web Bridge *MIDAS Information Technology Co., Ltd. midas GTS Training Series 概况 2-D 边坡稳定分析 模型 - 单位 : kN , m 材料 - M-C、接触 - 平面应变 荷载和边界条件 - 周围约束 - 自重 - 渗流产生孔隙压 Program License 2007.05.0 Revision Date V2.5.0 Program Version 1.文件 项目设置 2.“项目名称”中填写‘结构面边坡分析 ’ 3. 选择 “2D” 4. 点击 [...] 5.内力: kN 6. 点接 [OK] 3 2 4 5 6 1. 几何 曲线 在工作平面上建立 二维多线段（线组） 2.在位置一栏输入0，0，然后回车 3.依次在位置一来输入‘0,60’、‘40,0’、‘20,－20’、 ‘40,0’、‘0,－40’、‘－100,0’ 4. 点击[取消] 2 4 1. 几何 曲线 在工作平面上建立 二维多线段（线组）