Results 1 to 10 of about 2,028 (262)
Influences of Pile Group Effects on Wave Forces on an Offshore Bridge Pile-Cap Foundation
Challenges, 2017 In this study, a three-dimensional numerical model for a pile-cap system of an offshore bridge is developed to examine the pile group effect on wave force of pile with different arrangements of the pile group with a pile-cap system. In the present model,
Baoshan Xiang, Bo Huang, Bing Zhu
exaly +3 more sources
Experimental study of influencing pile to cap connections on the rocking behaviors of piled foundations [PDF]
Scientific ReportsRocking foundations offer potential benefits, such as energy dissipation and reduced superstructure ductility demand during severe earthquake loadings.
Amin Amiri +2 more
doaj +2 more sources
A Numerical Study of the Lateral Load-Sharing Mechanism of the Pile Cap in a 3 × 3 Pile Group
BuildingsThis numerical study utilizes a validated Plaxis 3D model calibrated against full-scale field tests to investigate the lateral load-sharing mechanism of the pile cap in a 3 × 3 pile group under horizontal loading. Numerical simulations calibrated against
Zhiwei Chen, Wenbo Zhu
exaly +3 more sources
Vertical Displacement of Pile Under Dynamic Machine Loading
Diyala Journal of Engineering Sciences, 2022 The aim of this research is to calculate the vertical amplitude for pile foundations subjected to dynamic machine loading using a theoretical analysis based on some special formulus.
Noor Alkassim +2 more
doaj +1 more source
Analysis of the influence of pile embedded cap depth on horizontal bearing capacity of PHC pipe pile group with cap [PDF]
E3S Web of Conferences, 2020 This paper is based on the background of the field experiment of the closed renovation project of the coal yard of Shanxi Zhangshan Power Generation Co., Ltd., and the horizontal bearing capacity experiment of the three-pile cap foundation of the in-line
Bai Xue, Zeng Guohong, Guo Zhaosheng
doaj +1 more source
Numerical Simulation of Seismic Soil-Pile Interaction in Liquefying Ground
IEEE Access, 2020 In this paper, the pile-soil interaction of the pile foundation of an inclined straight alternating group in a liquefiable site under a seismic load was studied through the form changes to the pile cap within the inclined straight alternating group ...
Desen Kong, Meixu Deng, Yazhou Li
doaj +1 more source
Shock and Vibration, 2023 To study the mechanical characteristics of complex pile-cap foundations and the distribution law of hydrodynamic pressure acting on piles and cap in deep-water environments, the 60 m deep-water pile-cap foundation of Xihoumen rail-cum-road bridge was ...
Lei Wang +4 more
doaj +1 more source
Experimental study on horizontal bearing capacity of enlarged cap-group pile composite foundation [PDF]
E3S Web of Conferences, 2019 In order to provide reference for the engineering design in the area with large wind, water flow and other horizontal loads, the experimental study on the horizontal bearing capacity of composite foundation under three different working conditions was ...
Chen Taihao, Xu Yiming, Chen Jie
doaj +1 more source
Advances in Civil Engineering, 2020 The bearing capacity evaluation of bridge substructures is difficult as the static loading test (SLT) cannot be employed for the bridges in services. As a type of dynamic nondestructive test technique, the dynamic transient response method (TRM) could be
Jianlei Liu, Meng Ma
doaj +1 more source
Experimental Study on the Force Characteristics of Superlong Pile Groups in Silty Sand
Advances in Civil Engineering, 2022 Laboratory model testing of single pile and superlong pile groups in saturated silty sand was conducted to investigate the response and bearing behavior of superlong pile groups with a high or low cap under vertical loads. The load transfer mechanism and
Yonghui Li +3 more
doaj +1 more source