FLAC-3D深基坑的开挖与支护的命令流

FLACD3深基坑的开挖与支护的命令流一、实例工程南宁地区地层属于河流阶地二元地层，广泛分布有较厚的圆砾层，国内尚无在类似地层条件下建设地铁基坑的经验，为此，可使用FLAC3D对基坑开挖的全过程进行三维数值模拟，在对比实测数据的基础上，总结圆砾层中地铁车站深基坑的地下连续墙水平变形及周围地表沉降变形特征。该基坑位于大学路与明秀路交叉路口处，沿大学东路东西向布置。车站基坑长465m，标准断面宽度为20.7m，为地下两层式结构，底板埋深为15.535m（相对地面），顶板覆土厚度大于3m。本工程主体建筑面积21163.6m2，主要结构形式为双柱三跨框架箱型结构。本工程所处的大学路为南宁市东西向的主要交通枢纽，车流量大，人流密集，地面条件复杂。基坑施工采用明挖顺作法施工，围护结构为800mm厚地下连续墙+内撑（三道内支撑加一道换撑）的支护体系。第一道支撑采用钢筋混凝土支撑，尺寸为800×900mm，冠梁同时作为第一道钢筋混凝土支撑的围檩。第二、三道支撑及换撑使用钢支撑并施加预加力，直径为609mm，壁厚为t=16mm，斜撑段采用800×1000mm钢筋砼腰梁，其余为2×I45C钢围檩。二、模型建立建模工作由两部分组成，实体模型部分，包括土体和地下连续墙；结构单元部分，包括混凝土支撑和钢支撑。根据对称性原理，拟选取1/2的实际工程尺寸进行分析。考虑到实际的基坑长度将近500m，根据以往的经验，选取全部长度的一半虽然能够得到满意的结果，但是由于中间部分的基坑基本处于同样的受力状态，这样会使大部分的计算长度变为重复的计算，降低了计算效率。根据初步计算结果和经验，最终确定的基坑尺寸为，宽度取基坑的最大宽度24m，开挖深度19m，基坑长度36m。根据地勘报告，合并相似土层，模型中共划分了7个土层。在FLAC3D中，围护结构可以用衬砌单元(liner)或实体单元模拟。根据Zdravdovi的研究，在二维平面基坑模拟中，分别采用实体单元和梁单元(相当于三维模型中的衬砌单元)计算所产生的墙体变形差别小于4%，而引起地表沉降的主要原因是围护结构变形造成的地层损失，可见上述两种方法计算结果的差别可忽略不计。相比于衬砌单元(liner)，实体单元物理模型清晰，参数相对较少且容易确定，因此本例围护结构采用实体单元模拟。模型的范围必须要足够大以覆盖基坑开挖可能影响的区域，同时又要兼顾计算效率。根据现行国家和个地方规范的要求，参考已有的研究成果，影响范围为4倍开挖深度，整个模型的尺寸为96×144×39（长×宽×高m）。为减少不必要的网格，网格划分原则为基坑附近密集，远处稀疏，模型共有节点10890个，单元9408个。模型如图所示。FLAC3D3.00ItascaConsultingGroup,Inc.Minneapolis,MNUSAStep2ModelPerspective10:08:32WedApr162014Center:X:-1.889e+001Y:8.953e+000Z:-1.123e+001Rotation:X:40.000Y:0.000Z:290.000Dist:3.114e+002Mag.:0.512Ang.:22.500BlockGroupexcwallnearsoilfarsoil图建立模型命令流如下：n;开挖土体genzonebricksize12410p00,0,0p136,0,0p20,12,0p30,0,19;开挖下部土体genzonebricksize1244p00,0,-20p136,0,-20p20,12,-20p30,0,0groupexc;实体地连墙genzonebricksize12110p00,12,0p136,12,0p20,12.8,0p30,12,19genzonebricksize1214p00,12,-20p136,12,-20p20,12.8,-20p30,12,0genzonebricksize1410p0-0.8,0,0p10,0,0p2-0.8,12,0p3-0.8,0,19genzonebricksize144p0-0.8,0,-20p10,0,-20p2-0.8,12,-20p3-0.8,0,0genzonebricksize1110p0-0.8,12,0p10,12,0p2-0.8,12.8,0p3-0.8,12,19genzonebricksize114p0-0.8,12,-20p10,12,-20p2-0.8,12.8,-20p3-0.8,12,0groupwallrangegroupexcnot;--------------------------------------------------------------------------------;土体genzonebricksize12510p00,12.8,0p136,12.8,0p20,32,0p30,12.8,19genzonebricksize1510p0-0.8,12.8,0p10,12.8,0p2-0.8,32,0p3-0.8,12.8,19genzonebricksize5510p0-20.8,12.8,0p1-0.8,12.8,0p2-20.8,32,0p3-20.8,12.8,19genzonebricksize5110p0-20.8,12,0p1-0.8,12,0p2-20.8,12.8,0p3-20.8,12,19genzonebricksize5410p0-20.8,0,0p1-0.8,0,0p2-20.8,12,0p3-20.8,0,19genzonebricksize1254p00,12.8,-20p136,12.8,-20p20,32,-20p30,12.8,0genzonebricksize154p0-0.8,12.8,-20p10,12.8,-20p2-0.8,32,-20p3-0.8,12.8,0genzonebricksize554p0-20.8,12.8,-20p1-0.8,12.8,-20p2-20.8,32,-20p3-20.8,12.8,0genzonebricksize514p0-20.8,12,-20p1-0.8,12,-20p2-20.8,12.8,-20p3-20.8,12,0genzonebricksize544p0-20.8,0,-20p1-0.8,0,-20p2-20.8,12,-20p3-20.8,0,0groupnearsoilrangegroupexcnotgroupwallnot;---------------------------------------------------------------------------------genzonebricksize12910p00,32,0p136,32,0p20,92,0p30,32,19genzonebricksize1910p0-0.8,32,0p10,32,0p2-0.8,92,0p3-0.8,32,19genzonebricksize5910p0-20.8,32,0p1-0.8,32,0p2-20.8,92,0p3-20.8,32,19genzonebricksize3910p0-60,32,0p1-20.8,32,0p2-60,92,0p3-60,32,19genzonebricksize3510p0-60,12.8,0p1-20.8,12.8,0p2-60,32,0p3-60,12.8,19genzonebricksize3110p0-60,12,0p1-20.8,12,0p2-60,12.8,0p3-60,12,19genzonebricksize3410p0-60,0,0p1-20.8,0,0p2-60,12,0p3-60,0,19;深部土体genzonebricksize1294p00,32,-20p136,32,-20p20,92,-20p30,32,0genzonebricksize194p0-0.8,32,-20p10,32,-20p2-0.8,92,-20p3-0.8,32,0genzonebricksize594p0-20.8,32,-20p1-0.8,32,-20p2-20.8,92,-20p3-20.8,32,0genzonebricksize394p0-60,32,-20p1-20.8,32,-20p2-60,92,-20p3-60,32,0genzonebricksize354p0-60,12.8,-20p1-20.8,12.8,-20p2-60,32,-20p3-60,12.8,0genzonebricksize314p0-60,12,-20p1-20.8,12,-20p2-60,12.8,-20p3-60,12,0genzonebricksize344p0-60,0,-20p1-20.8,0,-20p2-60,12,-20p3-60,0,0groupfarsoilrangegroupexcnotgroupwallnotgroupnearsoilnotgenmerge0.01plotblockgroup;镜像对称genzonerefnor0-10;显示坐标轴plotaddaxesred;边界条件-------------------------------------------------------------------------fixxrangex-60.1-59.9fixxrangex35.936.1fixyrangey91.992.1fixyrangey-91.9-92.1fixzrangez-20.1-19.9;重力-----------------------------------------------------------------------------setgrav00-9.81;土体材料属性----------------------------------------------------------------------modelmohr;填土probulk6e6she2.22e6fric9coh20000dens1850rangez16.919.1;淤泥质土probulk3e6she1.07e6fric4coh5000dens1830rangez12.917.1;粘土probulk12e6she4.62e6fric15coh27500dens1970rangez10.913.1;粉土probulk10e6she3.8e6fric18coh8000dens2000rangez8.911.1;中砂,粗砂,砾砂probulk25e6she9.68e6fric30coh0dens2050rangez2.99.1;圆砾层probulk32e6she12.8e6fric32coh0dens2200rangez-4.13.1;泥岩probulk50e6she22.5e6fric70coh0dens2200rangez-21.1-3.9;给地连墙赋本构，属性------------------------------merangegroupwallinidensity2500rangegroupwallproyoung40e9poisson0.167rangegroupwall;计算初始平衡plotsetrotation20030setmechratio1e-4plotconszzSolveSaveinidis0.sav;保存初始平衡，后面再调用通过上述命令流可得如下图所示：FLAC3D3.00ItascaConsultingGroup,Inc.Minneapolis,MNUSAStep1940ModelPerspective10:11:50WedApr162014Center:X:-9.121e+000Y:-6.443e+000Z:-1.123e+001Rotation:X:30.000Y:0.000Z:100.000D