Elastoplastic Analysis of Circular Tunnel Based on Drucker–Prager Criterion
Based on the Drucker–Prager yield criterion, the theoretical solution of stratigraphic deformation in tunnel excavation process is deduced by the cavity expansion theory. In view of soil loosening around the tunnel caused by the tunnel excavation process, the internal friction angle of the surroundi...
Saved in:
Main Authors: | Xiongfei Yang, Hong Yuan, Jiayu Wu, Shanqing Li |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/5149789 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Elastoplastic Analysis for Circular Tunnel Based on Modified Lade Criterion considering Strain Softening and Dilatancy
by: Yansheng Deng, et al.
Published: (2021-01-01) -
Elastoplastic Modelling of an In Situ Concrete Spalling Experiment Using the Ottosen Failure Criterion
by: Lauri Kalle Tapio Uotinen, et al.
Published: (2017-01-01) -
A New Unified Solution for Circular Tunnels Based on Generalized SMP Criterion considering the Strain Softening and Dilatancy
by: Qifeng Guo, et al.
Published: (2019-01-01) -
Elastoplastic Analysis of Circular Opening Based on a New Strain-Softening Constitutive Model and Its Engineering Application in Hydraulic Fracturing
by: T. Yang, et al.
Published: (2018-01-01) -
Analysis of the Tunneling Blast Safety Criterion Based on Longitudinal Shocks
by: Xiao Wang, et al.
Published: (2023-01-01)