Results 1 to 10 of about 37,718 (264)

Lateral bearing capacity of rigid piles near clay slopes

open access: yesSoils and Foundations, 2013
AbstractAnalytical equations were derived to determine the undrained lateral bearing capacity of rigid piles in cohesive soil. Piles in level ground and piles placed at a distance from the crest of a slope were examined, taking account of the effect of the adhesion at the pile–soil interface. The derived analytical solutions were used to develop charts
Konstantinos Georgiadis   +1 more
exaly   +2 more sources

An Experimental and Theoretical Studies Wings Piles at Different Sandy Soil Densities [PDF]

open access: yesEngineering and Technology Journal, 2022
Increasing the cross-sectional area of the piles or adding wings to the piles are two strategies for increasing the bearing capacity of the piles to resist lateral stresses.
Taha Mahdi   +2 more
doaj   +1 more source

Analysis of lateral bearing capacity of wing-monopile with symmetrical wing plates

open access: yesShuili Shuiyun Gongcheng Xuebao, 2020
There are many factors that affect the lateral bearing capacity of wing-monopile, among which the number of wing plates, the angle between load direction and wing plates are the main influencing factors. The ABAQUS finite element calculation software was
HE Jianxin   +4 more
doaj   +1 more source

Research on Uplift Bearing Performance of Assembled Steel Pipe Pile used in Transmission Lines in Mountainous Terrain [PDF]

open access: yesMATEC Web of Conferences, 2019
Assembled steel pipe pile, which is a novel pile foundation, is developed in the paper. The ultimate uplift bearing capacity of the pile is proposed, and simulation by Plaxis3D and the corresponding experiment are performed to verify the theory.
Zhou Kun   +3 more
doaj   +1 more source

A Numerical Analysis on Lateral Resistance of Pile–Bucket Foundation for Offshore Wind Turbines

open access: yesApplied Sciences, 2022
The large-diameter single pile has been widely used in marine wind turbine foundations. In order to improve its lateral bearing capacity, the suction bucket foundation (BF) can be used as a reinforcement method, which surrounds the periphery of the ...
Zonghao Yuan   +7 more
doaj   +1 more source

Numerical analysis about the influence of column lateral friction torque on seismic performance of IMS system joints

open access: yesAlexandria Engineering Journal, 2020
In order to study the influence of the lateral prestress produced by friction torque on the properties of the joint hysteresis effect and put forward suggestions on joint design and assembly.
Chen Hongyu   +5 more
doaj   +1 more source

Calculation Model of Vertical Bearing Capacity of Rock-Embedded Piles Based on the Softening of Pile Side Friction Resistance

open access: yesJournal of Marine Science and Engineering, 2023
Rock-socketed pile is widely used in coastal wharf, Marine bridge, and Marine power engineering, and the end bearing function is considered more in the design process.
Erdi Abi   +5 more
doaj   +1 more source

Use of a Bearing Plate to Enhance the Lateral Capacity of Monopiles in Sand [PDF]

open access: yesJournal of Geotechnical and Geoenvironmental Engineering, 2018
AbstractOffshore foundation systems are constantly evolving to meet the needs of developments in the energy sector.
K. J. L. Stone   +2 more
openaire   +2 more sources

Study of the Lateral Bearing Capacity and Optimization Reinforcement Scheme of an Open Caisson with Consideration of Soil Disturbance

open access: yesApplied Sciences, 2022
The bearing capacity of an open caisson under lateral loads is a key factor affecting the normal operation of an open caisson. It will inevitably have a disturbing effect on the surrounding soil layers during the sinking process of the caisson; that is ...
An-Hui Wang   +4 more
doaj   +1 more source

Numerical study on the influence of installation effect on laterally loaded piles in sand

open access: yesShenzhen Daxue xuebao. Ligong ban, 2023
In order to study the influence of the installation effect caused by pile penetration into a sand foundation on the pile horizontal bearing capacity, we establish a numerical model to simulate the penetration process and the horizontal loading process of
SU Dong   +3 more
doaj   +1 more source

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