当前位置:首页 >> 建筑/土木 >>

基坑开挖命定流


new gezo brick size 100 20 60 p0=(-50,0,0) p1=(50,0,0) p2=(-50,20,0) p3=(-50,0,60) & group 总体 group 地下连续墙 range x -10 -9 y 0 20 z 35 58 group 总体 group 地下连续墙 range x 9 10 y 0 20 z 35 58 gr

oup 总体 group 人工填土 range z 58 60 group 总体 group 粉质粘土 range z 55 58 group 总体 group 粗砂砾砂 range z 47 55 group 总体 group 圆砾卵石 range z 37 47 group 总体 group 全风化泥质粉砂岩 range z 32 37 group 总体 group 强风化泥质粉砂岩 range z 24 32 group 总体 group 中风化泥质粉砂岩 range z 0 24 group 总体 save 1.sav delete range group 地下连续墙 not inter 1 face range x -10.1 -9.9 inter 1 face range x -9.1 -8.9 inter 1 face range z 34.9 35.1 x -10 -9 inter 1 face range z 57.9 58.1 x -10 -9 inter 2 face range x 9.9 10.1 inter 2 face range x 8.9 9.1 inter 2 face range z 34.9 35.1 x 9 10 inter 2 face range z 57.9 58.1 x 9 10 save 2.sav rest 1.sav delete range group 地下连续墙 expgrid 1.flac3d rest 2.sav impgrid 1.flac3d inter 1 prop kn 300e9 ks 300e9 tens 1e10 sbratio=1 inter 2 prop kn 300e9 ks 300e9 tens 1e10 sbratio=1 modelmoh prop bulk=13.4e6 cohesion=10e3 dilation=0 friction=14 shear=5.32e6 tension=1e3 & range group 人工填土 prop bulk=20.8e6 cohesion=28e3 dilation=6 friction=15 shear=9.6e6 tension=3e4 & range group 粉质粘土 prop bulk=21.7e6 cohesion=23e3 dilation=8 friction=28 shear=14.3e6 tension=5e4 & range group 粗砂砾砂 prop bulk=35.7e6 cohesion=3e3 dilation=9 friction=22 shear=24.6e6 tension=2e5 & range group 圆砾卵石 prop bulk=115e6 cohesion=20e3 dilation=10 friction=24 shear=79e6 tension=8e5 &

range group 全风化泥质粉砂岩 prop bulk=635e6 cohesion=35e3 dilation=11 friction=25 shear=412e6 tension=2e6 & range group 强风化泥质粉砂岩 prop bulk=12e8 cohesion=860e3 dilation=12 friction=30 shear=820e6 tension=5e6 & range group 中风化泥质粉砂岩 model elastic range group 地下连续墙 prop bulk=12e9 shear=8e8 set gravity 0,0,-9.81 initial density=1750 range group initial density=1900 range group initial density=2000 range group initial density=2020 range group initial density=2200 range group initial density=2320 range group initial density=2400 range group initial density=2550 range group fix x range x -50.1 -49.9 fix x range x 49.9 50.1 fix y range y -0.1 0.1 fix y range y 19.9 20.1 fix z range z -0.1 0.1 set large historynstep=5 historyid=1 unb set mechanical force 50 solve save 306.sav 人工填土 粉质粘土 粗砂砾砂 圆砾卵石 全风化泥质粉砂岩 强风化泥质粉砂岩 中风化泥质粉砂岩 地下连续墙

model null range x -10 10 y 0 20 z 58 60 model null range x -9 9 y 0 20 z 57 58 inter 1 del range z 57.9 58.1 x -10 -9 inter 2 del range z 57.9 58.1 x 9 10 inter 1 del range z 57 58 x -9.1 -8.9 inter 2 del range z 57 58 x -8.9 -9.1 sel beam id=1 begin=(-9,1,58) end=(9,1,58) nseg=10 sel beam id=1 prop emod=2.8e10 nu=0.167 density=2.6e3 sel beam id=1 prop xcarea=0.7 xciz=2.9e-2 xciy=5.8e-2 xcj=8.7e-2 sel beam id=2 begin=(-9,7,58) end=(9,7,58) nseg=10 sel beam id=2 prop emod=2.8e10 nu=0.167 density=2.6e3 sel beam id=2 prop xcarea=0.7 xciz=2.9e-2 xciy=5.8e-2 xcj=8.7e-2 sel beam id=3 begin=(-9,13,58) end=(9,13,58) nseg=10 sel beam id=3 prop emod=2.8e10 nu=0.167 density=2.6e3 sel beam id=3 prop xcarea=0.7 xciz=2.9e-2 xciy=5.8e-2 xcj=8.7e-2 sel beam id=4 begin=(-9,19,58) end=(9,19,58) nseg=10 sel beam id=4 prop emod=2.8e10 nu=0.167 density=2.6e3 sel beam id=4 prop xcarea=0.7 xciz=2.9e-2 xciy=5.8e-2 xcj=8.7e-2 initialxdisplacement=0 ydisplacement=0 zdisplacement=0 fix x range x=-10.1 -9.9 z 58 60 fix x range x=9.9 10.1 z 58 60 applyszz -3e4 range z 59.9 60.1 x -50 -10 y 0 20 applyszz -3e4 range z 59.9 60.1 x 10 50 y 0 20

set large step 12000 save 307.sav

model null range x -9 9 y 0 20 z 51 57 inter 1 del range z 51 57 x -9.1 -8.9 inter 2 del range z 51 57 x -8.9 -9.1 sel beam id=5 begin=(-9,1,52) end=(-9.1,1,52) nseg=1 sel beam id=5 begin=(-9.1,1,52) end=(8.9,1,52) nseg=8 sel beam id=5 begin=(8.9,1,52) end=(9,1,52) nseg=1 sel beam id=5 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=5 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-600,0,0) range x -9.05 -8.95 y 0.9 1.1 z 51.9 52.1 sel node apply force=(600,0,0) range x -9.15 -9.05 y 0.9 1.1 z 51.9 52.1 sel node apply force=(600,0,0) range x 8.95 9.05 y 0.9 1.1 z 51.9 52.1 sel node apply force=(-600,0,0) range x 8.85 8.95 y 0.9 1.1 z 51.9 52.1 sel beam id=6 begin=(-9,7,52) end=(-9.1,7,52) nseg=1 sel beam id=6 begin=(-9.1,7,52) end=(8.9,7,52) nseg=8 sel beam id=6 begin=(8.9,7,52) end=(9,7,52) nseg=1 sel beam id=6 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=6 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-600,0,0) range x -9.05 -8.95 y 6.9 7.1 z 51.9 52.1 sel node apply force=(600,0,0) range x -9.15 -9.05 y 6.9 7.1 z 51.9 52.1 sel node apply force=(600,0,0) range x 8.95 9.05 y 6.9 7.1 z 51.9 52.1 sel node apply force=(-600,0,0) range x 8.85 8.95 y 6.9 7.1 z 51.9 52.1 sel beam id=7 begin=(-9,13,52) end=(-9.1,13,52) nseg=1 sel beam id=7 begin=(-9.1,13,52) end=(8.9,13,52) nseg=8 sel beam id=7 begin=(8.9,13,52) end=(9,13,52) nseg=1 sel beam id=7 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=7 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-600,0,0) range x -9.05 -8.95 y 12.9 13.1 z 51.9 52.1 sel node apply force=(600,0,0) range x -9.15 -9.05 y 12.9 13.1 z 51.9 52.1 sel node apply force=(600,0,0) range x 8.95 9.05 y 12.9 13.1 z 51.9 52.1 sel node apply force=(-600,0,0) range x 8.85 8.95 y 12.9 13.1 z 51.9 52.1 sel beam id=8 begin=(-9,19,52) end=(-9.1,19,52) nseg=1 sel beam id=8 begin=(-9.1,1,52) end=(8.9,19,52) nseg=8 sel beam id=8 begin=(8.9,19,52) end=(9,19,52) nseg=1 sel beam id=8 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=8 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-600,0,0) range x -9.05 -8.95 y 18.9 19.1 z 51.9 52.1 sel node apply force=(600,0,0) range x -9.15 -9.05 y 18.9 19.1 z 51.9 52.1 sel node apply force=(600,0,0) range x 8.95 9.05 y 18.9 19.1 z 51.9 52.1 sel node apply force=(-600,0,0) range x 8.85 8.95 y 18.9 19.1 z 51.9 52.1

set large step 12000 save 308.sav

model null range x -9 9 y 0 20 z 47 51 inter 1 del range z 47 51 x -9.1 -8.9 inter 2 del range z 47 51 x -8.9 -9.1 sel beam id=9 begin=(-9,1,48) end=(-9.1,1,48) nseg=1 sel beam id=9 begin=(-9.1,1,48) end=(8.9,1,48) nseg=8 sel beam id=9 begin=(8.9,1,48) end=(9,1,48) nseg=1 sel beam id=9 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=9 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-800,0,0) range x -9.05 -8.95 y 0.9 1.1 z 47.9 48.1 sel node apply force=(800,0,0) range x -9.15 -9.05 y 0.9 1.1 z 47.9 48.1 sel node apply force=(800,0,0) range x 8.95 9.05 y 0.9 1.1 z 47.9 48.1 sel node apply force=(-800,0,0) range x 8.85 8.95 y 0.9 1.1 z 47.9 48.1 sel beam id=10 begin=(-9,7,48) end=(-9.1,7,48) nseg=1 sel beam id=10 begin=(-9.1,7,48) end=(8.9,7,48) nseg=8 sel beam id=10 begin=(8.9,7,48) end=(9,7,48) nseg=1 sel beam id=10 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=10 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-800,0,0) range x -9.05 -8.95 y 6.9 7.1 z 47.9 48.1 sel node apply force=(800,0,0) range x -9.15 -9.05 y 6.9 7.1 z 47.9 48.1 sel node apply force=(800,0,0) range x 8.95 9.05 y 6.9 7.1 z 47.9 48.1 sel node apply force=(-800,0,0) range x 8.85 8.95 y 6.9 7.1 z 47.9 48.1 sel beam id=11 begin=(-9,13,48) end=(-9.1,13,48) nseg=1 sel beam id=11 begin=(-9.1,13,48) end=(8.9,13,48) nseg=8 sel beam id=11 begin=(8.9,13,48) end=(9,13,48) nseg=1 sel beam id=11 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=11 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-800,0,0) range x -9.05 -8.95 y 12.9 13.1 z 47.9 48.1 sel node apply force=(800,0,0) range x -9.15 -9.05 y 12.9 13.1 z 47.9 48.1 sel node apply force=(800,0,0) range x 8.95 9.05 y 12.9 13.1 z 47.9 48.1 sel node apply force=(-800,0,0) range x 8.85 8.95 y 12.9 13.1 z 47.9 48.1 sel beam id=12 begin=(-9,19,48) end=(-9.1,19,48) nseg=1 sel beam id=12 begin=(-9.1,1,48) end=(8.9,19,48) nseg=8 sel beam id=12 begin=(8.9,19,48) end=(9,19,48) nseg=1 sel beam id=12 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=12 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-800,0,0) range x -9.05 -8.95 y 18.9 19.1 z 47.9 48.1 sel node apply force=(800,0,0) range x -9.15 -9.05 y 18.9 19.1 z 47.9 48.1 sel node apply force=(800,0,0) range x 8.95 9.05 y 18.9 19.1 z 47.9 48.1 sel node apply force=(-800,0,0) range x 8.85 8.95 y 18.9 19.1 z 47.9 48.1

set large step 12000 save 309.sav

model null range x -9 9 y 0 20 z 43 47 inter 1 del range z 43 47 x -9.1 -8.9 inter 2 del range z 43 47 x -8.9 -9.1 sel beam id=13 begin=(-9,1,44) end=(-9.1,1,44) nseg=1 sel beam id=13 begin=(-9.1,1,44) end=(8.9,1,44) nseg=8 sel beam id=13 begin=(8.9,1,44) end=(9,1,44) nseg=1 sel beam id=13 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=13 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-1000,0,0) range x -9.05 -8.95 y 0.9 1.1 z 43.9 44.1 sel node apply force=(1000,0,0) range x -9.15 -9.05 y 0.9 1.1 z 43.9 44.1 sel node apply force=(1000,0,0) range x 8.95 9.05 y 0.9 1.1 z 43.9 44.1 sel node apply force=(-1000,0,0) range x 8.85 8.95 y 0.9 1.1 z 43.9 44.1 sel beam id=14 begin=(-9,7,44) end=(-9.1,7,44) nseg=1 sel beam id=14 begin=(-9.1,7,44) end=(8.9,7,44) nseg=8 sel beam id=14 begin=(8.9,7,44) end=(9,7,44) nseg=1 sel beam id=14 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=14 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-1000,0,0) range x -9.05 -8.95 y 6.9 7.1 z 43.9 44.1 sel node apply force=(1000,0,0) range x -9.15 -9.05 y 6.9 7.1 z 43.9 44.1 sel node apply force=(1000,0,0) range x 8.95 9.05 y 6.9 7.1 z 43.9 44.1 sel node apply force=(-1000,0,0) range x 8.85 8.95 y 6.9 7.1 z 43.9 44.1 sel beam id=15 begin=(-9,13,44) end=(-9.1,13,44) nseg=1 sel beam id=15 begin=(-9.1,13,44) end=(8.9,13,44) nseg=8 sel beam id=15 begin=(8.9,13,44) end=(9,13,44) nseg=1 sel beam id=15 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=15 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-1000,0,0) range x -9.05 -8.95 y 12.9 13.1 z 43.9 44.1 sel node apply force=(1000,0,0) range x -9.15 -9.05 y 12.9 13.1 z 43.9 44.1 sel node apply force=(1000,0,0) range x 8.95 9.05 y 12.9 13.1 z 43.9 44.1 sel node apply force=(-1000,0,0) range x 8.85 8.95 y 12.9 13.1 z 43.9 44.1 sel beam id=16 begin=(-9,19,44) end=(-9.1,19,44) nseg=1 sel beam id=16 begin=(-9.1,1,44) end=(8.9,19,44) nseg=8 sel beam id=16 begin=(8.9,19,44) end=(9,19,44) nseg=1 sel beam id=16 prop emod=2.8e10 nu=0.3 density=7.8e3 sel beam id=16 prop xcarea=3e-2 xciz=13.6e-4 xciy=13.6e-4 xcj=0 sel node apply force=(-1000,0,0) range x -9.05 -8.95 y 18.9 19.1 z 43.9 44.1 sel node apply force=(1000,0,0) range x -9.15 -9.05 y 18.9 19.1 z 43.9 44.1 sel node apply force=(1000,0,0) range x 8.95 9.05 y 18.9 19.1 z 43.9 44.1 sel node apply force=(-1000,0,0) range x 8.85 8.95 y 18.9 19.1 z 43.9 44.1

set large step 12000 save 310.sav

model null range x -9 9 y 0 20 z 40 43 inter 1 del range z 40 43 x -9.1 -8.9 inter 2 del range z 40 43 x -8.9 -9.1

set large step 12000 save 311.sav


相关文章:
基坑开挖命定流
基坑开挖命定流_建筑/土木_工程科技_专业资料 暂无评价|0人阅读|0次下载|举报文档 基坑开挖命定流_建筑/土木_工程科技_专业资料。new gezo brick size 100 20 ...
百舸争流的思想导学案
百舸争流的思想导学案_政史地_高中教育_教育专区。滨海县八滩中学 2016 届高考...墨子提出“非命”,认为“寿夭贫富,安危治乱”,不 是先天命定,而是可以通过...
时间倒流的本质
因为这不仅仅是 实现时间倒流的问题,而且在时间倒流 流还允许主角自己不倒流, ...物质与能量的 的演变状况,在必然性与概率事件之间,阐述命定与缘分的世间玄妙。 ...
时间的脚步
细想,假若时间真如流水,那流走的只会 是人的宝贵...人们 需要建一幢大楼,开挖基坑深难见底。站在坑...谁便可以活出远超生 命定数的长度来,有所发现,有...
一周祷告流程
為流無辜人血的罪 ?為個人、家庭、教會悔改 2.合一(瑪四5-6) ?為家庭和...中國教會要進入命定,興起大軍成為列國祝福。 【彧彧】 周三主题:以国家为对象,...
流年取象
身强财浅,金火陶冶之流。 金弱火绝,土木 身旺无依,僧道之 桃花滚浪,女...女带流霞,死于产孩, 此是命定,存亡天来。 孤鸾:男命孤鸾,妻子难全,女命...
更多相关标签:
基坑开挖工艺流程为 | 基坑开挖工艺流程 | 基坑开挖施工工艺流程 | 基坑开挖流程 | 基坑开挖流程图 | 浅基坑开挖的工艺流程 | 承台基坑开挖工艺流程 | 基坑开挖施工方案 |