Cargando…
An elastic-plastic solution for the optimal thickness of a frozen soil wall considering an interaction with the surrounding rock
The technology of artificial ground freezing has been widely applied in geotechnical engineering to support underground spaces, whereas the effects of excavation-induced large deformation and frictional and dilatant behavior of geomaterials are neglected in the current design. In this paper, a rigor...
Autores principales: | Kuang, Lianfei, Mo, Pin-Qiang, Wang, Kuan-Jun, Chen, Bin |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Public Library of Science
2022
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9041808/ https://www.ncbi.nlm.nih.gov/pubmed/35472066 http://dx.doi.org/10.1371/journal.pone.0267014 |
Ejemplares similares
-
Elastic–plastic model identification for rock surrounding an underground excavation based on immunized genetic algorithm
por: Gao, Wei, et al.
Publicado: (2016) -
The use of surrounding rock loosening circle theory combined with elastic-plastic mechanics calculation method and depth learning in roadway support
por: Xu, Qingyun, et al.
Publicado: (2020) -
Elastic, not plastic species: Frozen plasticity theory and the origin of adaptive evolution in sexually reproducing organisms
por: Flegr, Jaroslav
Publicado: (2010) -
Dynamic constitutive model of frozen soil that considers the evolution of volume fraction of ice
por: Xie, Qijun, et al.
Publicado: (2020) -
An Orthotropic Elastic-Plastic Constitutive Model for Masonry Walls
por: Bilko, Piotr, et al.
Publicado: (2020)