Results 271 to 280 of about 23,992 (349)

Behaviour of laterally loaded pile

2018
Monopiles have been by far the most common support structure for offshore turbines. They have always been an appropriate solution for complex site conditions. Design of monopiles is usually based on the use of nonlinear p-y curve. These curves are primordially based on the use of simple constitutive models for soil, such as Tresca criterion. Since soil
Ahayan, S., Cerfontaine, B., Collin, F., Kotronis, P.   +3 more
openaire   +2 more sources

Laterally Loaded Piles

1995
Although foundation piles usually have as their main purpose to carry axial loads, they may also be subject to lateral loads. This is especially the case for offshore platforms, which may be loaded by large lateral forces due to wind and water waves. The response of a pile to a lateral load is studied in this chapter.
openaire   +1 more source

Effects of sliding and debonding of the pile-soil interface on the soil reaction to laterally loaded piles

, 2021
An analytical model is proposed to analyze the effects of sliding and debonding of the interface between the pile and the surrounding soil on the soil reaction under a lateral load.
Zhaowei Ding, Chun-yu Song, Long-zhu Chen, Y. Ji   +3 more
semanticscholar   +1 more source

Lateral Pile-Loading Tests

Transactions of the American Society of Civil Engineers, 1937
Tests conducted at Lock and Dam No. 26, Alton, Ill., to determine the resistance under lateral loads of timber and concrete piles, driven in Mississippi River sand, are described in this paper.
openaire   +1 more source

Load transfer approach for laterally loaded piles

International Journal for Numerical and Analytical Methods in Geomechanics, 2001
AbstractA two‐parameter model has been proposed previously for predicting the response of laterally loaded single piles in homogenous soil. A disadvantage of the model is that at high Poisson's ratio, unreliable results may be obtained. In this paper, a new load transfer approach is developed to simulate the response of laterally loaded single piles ...
Guo, Wei Dong, Lee, F.
openaire   +3 more sources

Field experiments on laterally loaded piles for an offshore wind farm

, 2020
Pile foundations are widely used to support offshore wind turbines due to their cost effectiveness and rapid constructions. Offshore piles must be designed with enough capacity to withstand overturning moments caused by wind turbines and other ...
Dongsheng Xu, Xue-yong Xu, Wei Li, Behzad Fatahi   +3 more
semanticscholar   +1 more source

Lateral pile response to monotonie pile head loading

Canadian Geotechnical Journal, 1992
This paper presents results from a series of model tests of single vertical piles subjected to lateral monotonic pile head loading. Model tests were carried out in sand under a simulated field stress condition using the hydraulic gradient similitude technique.
Li Yan, Peter M. Byrne
openaire   +1 more source

Bounding-surface-based p-y model for laterally loaded piles in undrained clay

, 2020
Pile foundations supporting long-span bridges, offshore platforms and offshore wind turbines often suffer from repeated lateral loads due to wind, waves and currents.
Jian Yu, Junlin Zhu, K. Shen, Maosong Huang, C. Leung, Qiyun Tan   +5 more
semanticscholar   +1 more source

Nonlinear solutions for laterally loaded piles

Canadian geotechnical journal (Print), 2020
A nonlinear analysis framework for laterally loaded piles is presented that is as accurate as equivalent three-dimensional nonlinear finite element analysis, but computationally one order of magnitude faster. The nonlinear behavior of sands and clays are
B. K. Gupta, D. Basu
semanticscholar   +1 more source

Time-dependent response of laterally loaded piles and pile groups embedded in transversely isotropic saturated viscoelastic soils

, 2020
This paper investigates the time-dependent response of laterally loaded single piles and pile groups embedded in transversely isotropic saturated viscoelastic soils.
Z. Ai, Y. Zhao, Yi-chong Cheng
semanticscholar   +1 more source