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Numerical study on the effect of pile shape and loading direction on the lateral response of displacement pile in sand [PDF]

open access: yesScientific Reports
Several finite element numerical simulations were conducted on laterally loaded piles in Geba sand to investigate how pile shape, loading direction, and pile length impact lateral load transfer curves and pile-soil interaction. The stress–strain behavior
Wei Liu   +11 more
doaj   +2 more sources

Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response [PDF]

open access: yesThe Scientific World Journal, 2014
Using a series of model tests, this study investigated the effect of a passive pile on 3D ground deformation around a laterally loaded pile and on that laterally loaded pile’s response in sand. The active pile head was subjected to lateral loads, and the
Bingxiang Yuan   +4 more
doaj   +2 more sources

Numerical study on the lateral behavior of pile groups in Toyoura sand using the hypoplastic constitutive model [PDF]

open access: yesScientific Reports
A pile group under lateral loading is a complex pile‒soil-pile interaction problem. In this study, numerical analysis was used to investigate the lateral behavior of pile groups arranged in a 3 × 3 configuration with varying piles spacings.
Jiandong Li   +3 more
doaj   +2 more sources

Numerical investigation of laterally loaded pile groups at the crest of slopes [PDF]

open access: yesScientific Reports
Pile group foundations are widely used to support tall structures on both level and sloping terrain. However, predicting the lateral response of pile groups near slopes remains challenging due to complex soil-pile interactions that differ significantly ...
Meen-Wah Gui, Alex A. Alebachew
doaj   +2 more sources

Lateral load capacity of flexible piles in the SDMC model with cylindrical cavity expansion theory [PDF]

open access: yesScientific Reports
This paper presents a method for calculating the lateral load capacity of flexible piles based on the state-dependent Mohr-Coulomb (SDMC) model combined with cylindrical cavity expansion theory. The soil surrounding the pile is idealized as a cylindrical
Feng Gao   +3 more
doaj   +2 more sources

The performance of laterally loaded piles in layered sandy soils under variable degree of saturation [PDF]

open access: yesE3S Web of Conferences, 2023
This paper investigates the capacity of a single laterally loaded pile in single- and multi-layered sandy soils under dry, unsaturated and saturated conditions for a wide range of void ratios.
Hasan Ahmed, Hummadi Rizgar, Azeez Omed
doaj   +1 more source

Responses of Laterally Loaded Single Piles Subjected to Various Loading Rates in a Poroelastic Soil

open access: yesApplied Sciences, 2022
Groundwater table has an important role in soil–structure interaction problems. However, analysis of laterally loaded single piles has often been conducted by solely considering the mechanics of the soil skeleton or decoupling the interactive mechanics ...
Meen-Wah Gui, Alex A. Alebachew
doaj   +1 more source

Nonlinear solutions of lateral response for single pile under the combined action of axial and lateral loads [PDF]

open access: yesE3S Web of Conferences, 2020
For the study of the laterally loaded pile under axial load, most of the past research always confined the surrounding soil of pile in the linear elastic and elastic-plastic.
Xing Kangyu, Zhang Kaishui
doaj   +1 more source

General Solution for Laterally Loaded Monopile Foundation under Scour

open access: yesJournal of Marine Science and Engineering, 2023
Scour is a common phenomenon for laterally loaded underwater piles. The underwater piles used in different projects have different pile head conditions and pile types (flexible and rigid).
Fan Zhang   +4 more
doaj   +1 more source

A Simplified Method for Analysis of Laterally Loaded Piles considering Cyclic Soil Degradation

open access: yesAdvances in Civil Engineering, 2021
This paper proposes a simplified method to analyze the bearing behavior of pile undergoing cyclic lateral load. Firstly, a modified strain model is proposed by utilizing the Duncan–Chang model to describe the stress-strain behavior of soils in the strain
Yuzhe Yang   +3 more
doaj   +1 more source

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