Drained and undrained stress-strain behaviour of sands subjected to cyclic shear stress under nearly plane strain condition

2010 ◽  
Vol 163-167 ◽  
pp. 1325-1328
Author(s):  
Zhi Xiang Zha ◽  
Wei Peng ◽  
Xi La Liu

A laboratory test of anchor pull-out model under plane-strain condition on the shear stress transfer for the interfaces of anchorage type structures was carried out in this paper. The results of test were verified by corresponding numerical simulation model. It was proved that the pull-out experimental model under plane-strain condition was an effective model used to research the working mechanism of anchorage structure.


Sign in / Sign up

Export Citation Format

Share Document