94   Artículos

 
en línea
Yashi Yang, Peng Zhang, Lingjun Wu and Qian Zhang    
High-pile foundation is a common form of deep foundation commonly used in ocean environments, such as docks and bridge sites. Aiming at the problem of bearing capacity of high pile foundations, this paper proposes the calculation of bearing capacity and ... ver más
Revista: Water    Formato: Electrónico

 
en línea
Tao Sun, Fakai Yang, Xinzhuang Cui, Zhaochao Huang, Xianzhou Lyu, Ruijin Ma, Yujun Chang, Shengmei Liu, Chen Wang, Zhiyuan Lin and Xiaoning Zhang    
To solve the problem of the high bearing capacity of structures in deep and weak soil layers, we invented a new type of pile group foundation in which the soil was continuously solidified between piles (hereinafter referred to as the SCS pile group found... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Xin Zhang, Dongmin Yu, Kaifei Zhu, Aolai Zhao and Minghao Ren    
The pile-bucket composite foundation represents an innovative foundation form that surpasses the horizontal bearing performance of both single bucket-shaped foundations and pile foundations. The intricate interplay between piles and buckets introduces th... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Weiyuan Zhu, Jiaqi Cheng, Yutao Pang, Hongbin An, Junpeng Zou, Jie Ren and Cheng Zhang    
This study proposes a new form of underground diaphragm wall foundation with hexagonal sections, called the grid pile foundation (GPF), which is used for long-span bridges. To investigate the lateral bearing capacity characteristics of the integrated pil... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Dongqing Wang, Xiaohua Yang, Shasha Zhang, Chi Chen and Yanhu Zhao    
In order to study the long-term bearing capacity of concrete pile composite foundation in the Salt Lake area, based on the Tehran Isfahan high-speed railway project in Iran, the full (semi) immersion drying test and rapid freeze-thaw test was carried out... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Yan Gao, Zixin Guo and Quan Yuan    
The mechanical response and deformation characteristics in calcareous sand foundations during pile driving and setup were studied using model tests combined with the technical methods of tactile pressure sensors and close-range photogrammetry. Different ... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Yongzhi Jiu, Yunfeng Gao, Fuguang Lei, Yanzhi Zhu and Zhizeng Zhang    
Stiffened deep cement mixing (SDCM) piles are composite piles that combine the advantages of single large-diameter deep cement mixing (DCM) and precast concrete piles. They comprise precast concrete piles as the core and cast-in-place DCM piles as the ou... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Zahra Gharibreza, Mahmoud Ghazavi and M. Hesham El Naggar    
Unsaturated soil covers a significant part of the world, and studying the behavior of deep foundations in this medium is an important step in increasing accuracy and economic efficiency in geotechnical studies. This paper presents an analytical solution ... ver más
Revista: Water    Formato: Electrónico

 
en línea
Isa Vural, Halil Kabaca and Semiha Poyraz    
Determining the ultimate bearing capacity of piled foundations has been one of the most important problems in geotechnical engineering. It has been observed that the pile loading test evaluation methods based on the mathematical model give values far awa... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Xiaohua Bao, Zilong Cheng, Jun Shen, Xiaodong Zhang, Xiangsheng Chen and Hongzhi Cui    
A new stiffened composite pipe pile was developed for improving the foundation of reclaimed ground in ocean engineering. To study the bearing capacity of the stiffened composite pipe pile group, a combination of field test and finite element method was u... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

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