Results 251 to 260 of about 14,588,988 (348)

Mechanical behavior of reservoir bank slope-pile-sheet structures under reservoir operation: Field monitoring and numerical simulation analysis. [PDF]

PLoS One
Cai Z, Wu T, Nie L, Wu Y, Xiang Z, Yang Z, Xu N, Qi F.   +7 more
europepmc   +1 more source

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Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2019
Four large laminar-box shaking table experiments are conducted to document pile response due to the mechanism of liquefaction-induced lateral spreading.
Ahmed Ebeido, Ahmed Elgamal, Kohji Tokimatsu   +2 more
exaly   +2 more sources

Integrated assessment of the hydrodynamic added mass of the deep-water pile-cap foundation considering pile group - pile cap interaction

Ocean Engineering, 2022
Jiarui Zhang, Kai Wei
exaly   +2 more sources

Seismic response of pile group embedded in unsaturated soil considering the coupling of kinematic and inertia pile-pile interactions

Computers and Geotechnics
Yunpeng Zhang, M Hesham El Naggar
exaly   +2 more sources

Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay

Canadian geotechnical journal (Print), 2023
This paper presents the results of a series of cyclic nonsymmetrical thermally loaded model-scale tests conducted on floating pile groups, with and without a rigid cap in saturated clay. The energy pile in each group was subjected to ten two-way (heating-
Dingxin Zhang, Chenglong Wang, A. Bouazza, Xuan-chen Ding, G. Kong   +4 more
semanticscholar   +1 more source

Vertical dynamic interaction and group efficiency factor for floating pile group in layered soil

International journal for numerical and analytical methods in geomechanics (Print), 2023
This paper theoretically estimates the dynamic pile–soil interaction and the group efficiency factor for pile group in layered soil through energy‐based method.
Li-ming Qu, G. Kouroussis, Jing Lian, Xuan-chen Ding   +3 more
semanticscholar   +1 more source

Inertial and kinematic interactions of bridge‐pile group subjected to liquefaction induced lateral spreading: Large‐scale shaking table experiments

Earthquake Engineering & Structural Dynamics, 2023
This paper investigates the seismic bridge‐pile‐soil system failure mechanisms due to liquefaction‐induced lateral spreading. Two large‐scale shaking table tests were performed on pile groups with and without bridges in sloped liquefiable soils overlain ...
Kemin Jia, Cheng-shun Xu, M. E. El Naggar, Pengfei Dou, Rujiang Pan, Jia Song   +5 more
semanticscholar   +1 more source

Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling

Marine georesources & geotechnology, 2022
Pile foundations supporting major structures are often founded in soft compressible clays. Apart from usual super-structural loading, these piles are subjected to cyclic lateral loads originating from actions of waves, ship impacts, winds or moving ...
S. Nimbalkar, S. Basack
semanticscholar   +1 more source

Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation

Marine Georesources & Geotechnology, 2022
Major structures like offshore platforms, wind turbines, transport infrastructure, tall buildings, etc., resting on soft compressible clays, are often supported by pile foundations.
S. Nimbalkar, S. Basack
semanticscholar   +1 more source

Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions

, 2021
End-bearing piles have been widely used to resist earthquake-induced settlement of buildings in sand deposits. However, the earthquake can generate the excess water pressure in saturated sand deposits and thus reduce both the friction resistance and end ...
Ling-Yu Xu, Cheng Song, Weiyun Chen, F. Cai, Yong-Yi Li, Guoxing Chen   +5 more
semanticscholar   +1 more source