Results 11 to 20 of about 20,749 (261)

Modelling of Monopile Response to Cyclic Lateral Loading in Sand [PDF]

open access: yes, 2017
This paper outlines experimental and theoretical research exploring the response of rigid piles to cyclic lateral loading, relevant to large diameter monopiles for offshore wind applications. The experimental work comprised of 1-g laboratory scale model tests in sand, where up to 100,000 cycles were applied.
Abadie, C, Byrne, Byron, Houlsby, Guy
openaire   +2 more sources

Cyclic overlay model of p–y curves for laterally loaded monopiles in cohesionless soil [PDF]

open access: yesWind Energy Science, 2023
The bearing behaviour of large-diameter monopile foundations for offshore wind turbines under lateral cyclic loads in cohesionless soil is an issue of ongoing research. In practice, mostly the p–y approach is applied in the design of monopiles. Recently,
J. Song, M. Achmus
doaj   +1 more source

3D FE-Informed Laboratory Soil Testing for the Design of Offshore Wind Turbine Monopiles

open access: yesJournal of Marine Science and Engineering, 2021
Based on advanced 3D finite element modelling, this paper analyses the stress paths experienced by soil elements in the vicinity of a monopile foundation for offshore wind turbines subjected to cyclic loading with the aim of informing soil laboratory ...
Xiaoyang Cheng   +4 more
doaj   +1 more source

Experimental and Theoretical Study of One-Way Cyclic Lateral Responses of Piles in Sloping Ground

open access: yesApplied Sciences, 2022
This study aims to investigate the one-way cyclic lateral responses of piles in sloping ground by means of experimental and theoretical analyses. For this purpose, a series of laboratory model experiments were performed for different cases of cycle ...
Wenzhe Peng   +3 more
doaj   +1 more source

Model Pile Group Subjected to Cyclic Lateral Load

open access: yesSoils and Foundations, 1971
ABSTRACT A 4-pile group of vertical, flexible piles embedded in dense sand was subjected to cyclic lateral load, with and without vertical load acting on cap. Conditions of free rotation and no rotation of the cap were imposed. A single pile was also tested.
SINGH, ALAM, PRAKASH, SHAMSHER
openaire   +2 more sources

Monopile responses to monotonic and cyclic loading in undrained sand using 3D FE with SANISAND-MSu

open access: yesWater Science and Engineering, 2022
Monopile response under undrained conditions in sand is gaining increasing interests owing to the recent development of offshore wind farms in seismic regions.
Hao-yuan Liu, Amir M. Kaynia
doaj   +1 more source

Fixation stability comparison of bone screws based on thread design: buttress thread, triangle thread, and square thread

open access: yesBMC Musculoskeletal Disorders, 2022
Background The influence of thread profile on the fixation stability of bone screws remains unclear. This study aimed to compare the fixation stability of screws with different thread profiles under several loading conditions.
Xiaoreng Feng   +6 more
doaj   +1 more source

Characteristics of cumulative deformation and prediction method for pile foundation under cyclic lateral loading considering influences of pile-soil relative stiffness

open access: yesYantu gongcheng xuebao, 2022
The researches on the prediction of cyclic lateral cumulative deformation of pile foundation for offshore wind turbines mainly focus on the characteristics of external cyclic loading, ignoring the influences of pile-soil relative stiffness.
WANG Yang 1, 2, ZHU Ming-xing 3, DAI Guo-liang 2, GONG Wei-ming 2, LIN Jing-yang 2
doaj   +1 more source

Effect of Lateral Cyclic Loading on Drilled Shaft within an MSE Wall [PDF]

open access: yesMATEC Web of Conferences, 2019
Drilled shafts are often subjected to various lateral loads due to earth pressure, wind loads and/or impact loads. Many studies have investigated the behavior of drilled shafts under lateral loads.
Huang Jie   +4 more
doaj   +1 more source

Efficient analysis of cyclic laterally loaded piles

open access: yesResults in Engineering, 2021
The analysis and design of piles subjected to lateral cyclic loads that induce significant plastic responses requires numerical models for the lateral soil resistance capable of representing the fundamental soil responses observed in such conditions.
openaire   +2 more sources

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