首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Modeling soil desiccation cracking by analytical and numerical approaches
Authors:Amade Pouya  Thi Dong Vo  Sahar Hemmati  Anh Minh Tang
Institution:1. Université Paris Est, Laboratoire Navier (UMR8205), Marne-la-Vallée, France;2. Université Paris Est, Laboratoire Navier (UMR8205), Marne-la-Vallée, France

Université Paris Est, GERS/SRO, IFSTTAR, Marne-la-Vallée, France;3. Université Paris Est, GERS/SRO, IFSTTAR, Marne-la-Vallée, France

Abstract:An energy approach is proposed as a complement to the stress approach commonly considered for investigating soil desiccation cracking. The elastic strain energies before and after crack initiation are estimated by both numerical and analytical solutions. The energy released by cracking is then compared with the fracture energy to discuss crack initiation conditions. This leads to combined energy and stress conditions for crack initiation following Leguillon's theory. An approximate analytical solution is derived from a variational formulation of the porous elastic body equations. A cohesive zone model and finite element code are used to simulate crack propagation in an unsaturated porous body. This analysis shows that the energy criterion is reached before the stress criterion, and this can explain unstable crack propagation at the beginning. The approximate analytical solution allows predicting correctly the crack depth and opening in its initiation stage.
Keywords:cohesive zone model  crack initiation  crack propagation  desiccation cracks  energy criterion
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号