10   Artículos

 
en línea
Jifei Cui, Yanhao Jin, Yingjie Jing and Yu Lu    
An elastoplastic analysis scheme for the cylindrical cavity expansion in offshore islands unsaturated soils considering anisotropy is established. The hydraulic properties and anisotropy caused by stress of unsaturated soils are coupled in an elastoplast... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Chong Jiang, Zexiong Shi and Li Pang    
The construction of offshore wind power pile foundations on artificial islands is a challenging task due to soil consolidation and additional loads that result in negative skin friction (NSF). In this study, a comprehensive pile?soil interaction model is... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Shilong Peng, Yuhao Xu, Guangyong Cao and Lei Pei    
The study of the changes in stress and deformation of frozen walls during excavation has always been a hot topic in underground freezing engineering, and the size of the plastic zone is an important basis for evaluating the stability of frozen walls. In ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Zhanghui Zhai, Yaguo Zhang, Shuxiong Xiao and Tonglu Li    
Soil structure has significant influences on the mechanical behaviors of natural soils, although it is rarely considered in previous cavity expansion analyses. This paper presents an undrained elastoplastic solution for cylindrical cavity expansion in st... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Gildas Yaovi Amouzou and Azzeddine Soulaïmani    
Two numerical algorithms for solving elastoplastic problems with the finite element method are presented. The first deals with the implementation of the return mapping algorithm and is based on a fixed-point algorithm. This method rewrites the system of ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
usuarios registrados
Chatti, S; Dogui, A; Dubujet, P H; Sidoroff, F     Pág. 845 - 862

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