Simulation of Deep Excavation and Shoring with FEM Based on ADINA
2011 ◽
Vol 255-260
◽
pp. 3802-3806
Keyword(s):
Based on the deep foundation pit project of Wanbang Square in Qingdao, after many times numerical simulation of foundation pit with ADINA, the relationship conclusions were summed up by changing parameters of anchor rope and excavation step: The horizontal displacements of shoring structure became smaller by making the length of anchor rope longer or making the number of anchor ropes more or making the excavation step more; the uplift of the bottom of the foundation became smaller and the sedimentation of the surface became smaller by making the excavation steps more. It can offer reference to optimization of foundation pit supporting structural scheme.
2013 ◽
Vol 353-356
◽
pp. 159-162
2010 ◽
Vol 114
(3-4)
◽
pp. 251-260
◽
Keyword(s):
2011 ◽
Vol 243-249
◽
pp. 2338-2344
2014 ◽
Vol 638-640
◽
pp. 507-511
Keyword(s):
2011 ◽
Vol 71-78
◽
pp. 631-634
Keyword(s):