Results 1 to 10 of about 2,373 (118)

A Transparent Soil Experiment to Investigate the Influence of Arrangement and Connecting Beams on the Pile–Soil Interaction of Micropile Groups [PDF]

open access: yesSensors
The use of a micropile group is an effective method for small and medium-sized slope management. However, there is limited research on the pile–soil interaction mechanism of micropile groups.
Ziyi Wang, Jinqing Jia, Lihua Zhang
doaj   +2 more sources

Analysis of soil-pile interaction considering slope effect in integral abutment jointless bridges (IAJBs) under cyclic loading [PDF]

open access: yesScientific Reports
This study systematically investigated the influence of slope effects on soil-pile interaction in integral abutment jointless bridges (IAJBs) under cyclic loading through pseudo-static cyclic tests.
Xiaoye Luo   +5 more
doaj   +2 more sources

Dynamic response analysis of the integrated station-bridge elevated station under the pile-soil interaction [PDF]

open access: yesE3S Web of Conferences, 2020
In order to study the dynamic response of the integrated station-bridge structure under the pile-soil interaction, a model was established by finite element software for dynamic analysis.
Zhang Shuqi   +3 more
doaj   +1 more source

A Review of Pile Foundations in Viscoelastic Medium: Dynamic Analysis and Wave Propagation Modeling

open access: yesEnergies, 2022
The dynamic viscoelastic theory of soil–pile interaction dominates the initial impedance calculation during the pile dynamic design and analysis. Further, it provides a firm theoretical ground for the wave propagation simulation, which could be the basis
Wenbing Wu, Yunpeng Zhang
doaj   +1 more source

Analytical solution for dynamic interaction of end-bearing pile groups subjected to vertical dynamic loads

open access: yesYantu gongcheng xuebao, 2022
An analytical model for pile-soil-vertical coupled vibration of the pile considering the scattering effects of the passive pile is proposed based on the classical plane strain assumption.
ZHENG Chang-jie 1, 2, CUI Yi-qin 1, 2, DING Xuan-ming 3, 4, LUAN Lu-bao 5
doaj   +1 more source

Dynamic Responses of Embedded Rock Pile Groups due to Rock Burst considering Coupled Pile-to-Pile Interaction

open access: yesLithosphere, 2022
This note presents an analytical solution to investigate the dynamic behavior of pile groups of embedded rock due to rock burst, which takes into account the interaction between piles. The energy generated by the rock burst propagates through the soil in
Xiaolin Cao   +3 more
doaj   +1 more source

Observation of soil-structure interaction in double sheet pile method using X-ray CT

open access: yesSoils and Foundations, 2023
A new earth retaining method, head-fixed double sheet pile method, is being developed to rationalize open-cut construction. To clarify the behavior of the soil between two sheet piles (‘inner soil’), which is important for studying the reinforcement ...
Hideharu Sugimoto   +6 more
doaj   +1 more source

Parametric Analysis on the Effect of Dynamic Interaction between Nonlinear Soil and Reinforced Concrete Frame

open access: yesApplied Sciences, 2022
The effect of dynamic soil–structure interaction on the seismic demand of a reinforced concrete frame is of great significance to seismic design, retrofit, and damage evaluation.
Jishuai Wang, Jun Yang
doaj   +1 more source

Influence of Water-Structure and Soil-Structure Interaction on Seismic Performance of Sea-Crossing Continuous Girder Bridge

open access: yesAdvances in Civil Engineering, 2021
Based on the Hong Kong-Zhuhai-Macao project, considering the fluid-structure interaction and soil-structure interaction, the seismic response of a sea-crossing continuous girder bridge is analyzed.
Jie Guo   +3 more
doaj   +1 more source

Modified Interaction Method for Response of Group Piles Considering Pile–Soil Slip

open access: yesMathematics, 2022
The existing model for calculating the settlements of group piles is based on the principle of superposition, which fails to calculate the interaction between piles more comprehensively and to take into consideration the influence of slip between pile ...
Shifan Qiao   +4 more
doaj   +1 more source

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