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Experimental study and theoretical analysis on impact characteristics of single pile [PDF]

open access: yesE3S Web of Conferences, 2021
The impact characteristics of a single pile are the theoretical basis of the high-strain detection technology of piles and pile driving. Firstly, a series of pile model experiments are conducted to study the characteristics of single pile penetration ...
Hu L, Li Q, Li X. Y., Huang L Q
doaj   +1 more source

Field tests on dynamic response of pile foundation under excitating loads

open access: yesYantu gongcheng xuebao, 2023
To study the bearing characteristics of single pile and pile groups under horizontally and vertically excitating dynamic loads, a dynamic test plan is designed for single pile, two piles, three piles and four piles in multi-layer soil under horizontally ...
CAO Xiaolin 1, 2, ZHOU Fengxi 1, 2, DAI Guoliang 3, GONG Weiming 3
doaj   +1 more source

Analysis of Factors Affecting Bearing Capacity of Large Diameter Single Piles of Offshore Wind Power under Earthquake Loads [PDF]

open access: yesE3S Web of Conferences, 2019
The offshore wind turbine single pile foundation structure is simple and easy to install, but in the earthquake environment, large horizontal displacement is easy to occur, which affects the safe operation of offshore wind turbines.
Li Yazhou, Dong Li
doaj   +1 more source

Dynamic Lateral Response of the Partially-Embedded Single Piles in Layered Soil

open access: yesApplied Sciences, 2022
Scouring can reduce the strength and rigidity of the pile–soil system and become one of the major causes for the failure of the structure of the partially-embedded single pile.
Jianjun Ma   +5 more
doaj   +1 more source

New Method for Calculating the Settlement of Single Pile and Pile Group in Soft Soil Area

open access: yesAdvances in Civil Engineering, 2020
This paper fits the τ-z curve of a single pile by mathematical methods. Based on the one-dimensional similarity of the τ-z curves, the τ-z curves of single pile under different loads are derived. It studies the distribution of the axial force of a single
Jingjing Xu, Xu Xu, Wenjuan Yao
doaj   +1 more source

Research on the mechanics differences between single-row and double-row side piles of station using the PBA method

open access: yesElectronic Journal of Structural Engineering, 2023
The side pile is a crucial mechanical component in station construction using the PBA (pile-beam-arch) method, and its stability during the construction process cannot be overstated.
Xingkai Pei   +4 more
doaj   +1 more source

Study on Liquefaction Resistance of Pile Group by Shaking Table Test

open access: yesAdvances in Civil Engineering, 2022
This study investigated the antiliquefaction property of the pile group. It is shown in the pore pressure ratio, pile acceleration, and bending moment response of saturated silt fine sand.
Cong Zhang   +5 more
doaj   +1 more source

Pile Head Cyclic Lateral Loading of Single Pile [PDF]

open access: yesGeotechnical and Geological Engineering, 2014
This paper presents an elastic continuum model using an extended nonlinear Davies and Budhu equations, which enables the nonlinear behavior of the soil around the long elastic pile to be modeled using a simple expression of pile-head stiffness method. The calculated results were validated with the measured full-scale dynamic field tests data conducted ...
N.M, Sa’don   +3 more
openaire   +2 more sources

Bearing Characteristics of Helical Pile Foundations for Offshore Wind Turbines in Sandy Soil

open access: yesJournal of Marine Science and Engineering, 2022
Helical pile foundations are a new foundation type for offshore wind power applications with high bearing capacity and good recovery that can be quickly and easily constructed.
Yifeng Lin   +5 more
doaj   +1 more source

A Study of Horizontal Displacement of Laterally Loaded Piles using Finite Element Method

open access: yesTikrit Journal of Engineering Sciences, 2010
A theoretical approach is used to analyze single pile and pile in group under lateral loading using two programs. The first one used the finite element method for single pile depending on plain strain condition while the second one used the ...
Aram M. Raheem
doaj   +1 more source

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