FLAC2D常用例题代码（配套代码）\FLAC2D常用例题代码\eg21.11开挖隧道并检测其响应_p393.txt

..............................\..................\eg21.12开挖和回填_p394.txt

..............................\..................\eg22.10当网格不平衡时对物体进行旋转—p428.txt

..............................\..................\eg22.11物体随着材料的减少而上升—p429.txt

..............................\..................\eg22.12在圆形隧道上作用均匀压力_p430.txt

..............................\..................\eg22.13粗糙承压板的刚性运动—p431.txt

..............................\..................\eg22.14圆形边界上作用纯双轴应力—p432.txt

..............................\..................\eg22.15挡土墙—p433.txt

..............................\..................\eg22.16关于边界切断的数值实验—p434.txt

..............................\..................\eg22.17对圆筒径向加载—p440.txt

..............................\..................\eg22.18轴向加载的固结实验—p440.txt

..............................\..................\eg22.19作用的内部机械力—p442.txt

..............................\..................\eg22.1波纹面的FLAC网格—p405.txt

..............................\..................\eg22.20平衡初始应力和边界应力—p443.txt

..............................\..................\eg22.21考虑重力梯度的初始应力状态—p443.txt

..............................\..................\eg22.22APPLY和INITIAL命令的格式—p444.txt

..............................\..................\eg22.23在非均匀材料中初始化应力梯度—p445.txt

..............................\..................\eg22.24均匀网格的初始应力状态—p445.txt

..............................\..................\eg22.25对不规则表面问题初始化应力状态—p445.txt

..............................\..................\eg22.26非均匀网格中的非均匀应力—p448.txt

..............................\..................\eg22.27改变模型后初始化应力—p449.txt

..............................\..................\eg22.28浸润线的应力和孔压初始化—p450.txt

..............................\..................\eg22.29双轴实验的速率初始化—p451.txt

..............................\..................\eg22.2使用竖向对称线_p407.txt

..............................\..................\eg22.30顺序开挖和隧道衬砌安装—p452.txt

..............................\..................\eg22.31衬砌安装—p454.txt

..............................\..................\eg22.32无衬隧道开挖—p457.txt

..............................\..................\eg22.34洞室和矿柱——采用统一弹性模量—p459.txt

..............................\..................\eg22.35将例22.34中的矿柱割线模量降低后的结果—p461.txt

..............................\..................\eg22.36浅层洞室开挖导致的地表反应—p463.txt

..............................\..................\eg22.37圆形隧道的分步开挖—p466.txt

..............................\..................\eg22.38施加荷载带来的惯性最小化的影响—p468.txt

..............................\..................\eg22.39摩尔—库仑模型材料的压缩实验—p474.txt

..............................\..................\eg22.3筑坝问题域中材料的顺序添加_p410.txt

..............................\..................\eg22.40应变软化材料的压缩实验—p475.txt

..............................\..................\eg22.41摩擦硬化材料的双轴实验—p484.txt

..............................\..................\eg22.42双屈服模型单轴实验的最优吻合—p487.txt

..............................\..................\eg22.43剑桥粘土模型的例子—p489.txt

..............................\..................\eg22.4联结不同的子网格_p415.txt

..............................\..................\eg22.5剪切实验_P417.txt

..............................\..................\eg22.6圆箱剪切实验_P419.txt

..............................\..................\eg22.7弹塑性材料中的圆孔分析-p420.txt

..............................\..................\eg22.8非均匀FLAC网格的斑片实验-P423.txt

..............................\..................\eg22.9_用FISH函数改变应力边界—P427.txt

..............................\..................\基础例子.txt

..............................\FLAC2D常用例题代码

FLAC2D常用例题代码（配套代码）