42   Artículos

 
en línea
Wadslin Frenelus, Hui Peng and Jingyu Zhang    
The stability of deep soft rock tunnels under seepage conditions is of particular concern. Aiming at thoroughly discussing seepage actions and their consequences on the support schemes of such structures, the host rocks of the Weilai Tunnel situated in t... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Hao Chai, Xi?an Li, Biao Qin, Weiping Wang and Mani Axel    
The volumetric change in unsaturated loess during loading causes serious damage to the foundation and structure, accompanied by changes in hydraulic conditions. Therefore, quantifying the change in the load effect of loess under hydraulic coupling is of ... ver más
Revista: Water    Formato: Electrónico

 
en línea
Jiarun Tang and Dongxia Chen    
Granite residual soil (GRS) exhibits favorable engineering properties in its natural state. However, a hot and rainy climate, combined with vibrations generated during mechanical construction, can cause a notable decrease in its strength. In this study, ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Xianyang Yu, Jinhao Xie, Yanju Wu, Qiuhong Wu, Zizheng Zhang and Hai Wu    
A dynamic numerical method is established to simulate the stability of the surrounding rocks of the retained roadway in FLAC3D, along with a double-yield constitutive model to simulate the re-compaction process of gangue and a strain-softening constituti... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Lu Li, Meng Zang, Rongtang Zhang and Haijun Lu    
Consolidated undrained triaxial shear tests were performed on undisturbed saturated structured clay at three unloading rates (0.1, 0.25, and 2.5 kPa/min) using a GDS triaxial system to determine the effects of different unloading rates and unloading stre... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Yujing Jiang, Baocheng Li, Changsheng Wang, Hengjie Luan, Sunhao Zhang, Qinglin Shan and Xianzhen Cheng    
To study the shear deformation and failure characteristics of a wellbore and the interaction mechanism with its surrounding rocks induced by a layer slip during natural gas hydrates (NGHs) extraction, this paper conducted a numerical simulation study of ... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Kangyu Wang, Zhenhuan Chen, Zhe Wang, Qianshen Chen and Dihui Ma    
Calcareous sand is a special marine soil rich in calcium carbonate minerals, characterized by brittle particles. It is, therefore, widely used as a filling material in the construction of islands and reefs. In this study, a series of cyclic tri-axial tes... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Yuqi Sun, Yiqun Zhang, Li Liu, Jingsheng Lu, Shouceng Tian and Gensheng Li    
Natural gas hydrates occupy an important position in the development of clean energy around the world in the 21st century. It is of great significance to research the mechanical properties of methane hydrate-bearing sediment (MHBS). In this paper, gas-sa... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Zhe Mei, Anfeng Xiao, Jiahao Mei, Jinqiu Hu and Peng Zhang    
In order to study the variation law of shear frictional characteristics of the steel pipe jacking and sand interface under different working conditions, the shear stress?strain curve between five different particle sizes of sand and steel pipe jacking un... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Mun-Beom Shin, Dong-Su Park and Young-Kyo Seo    
Large-deformation finite element (LDFE) analysis with the coupled Eulerian?Lagrangian (CEL) technique for large-deformation soil functions without twisting or distorting the mesh. However, the model does not consider the strain-softening and strain-rate ... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

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