Search Results - "Wang, Kuihua"

Analytical solution for distributed torsional low strain integrity test for pipe pile by Zhang, Yunpeng, Jiang, Guosheng, Wu, Wenbing, El Naggar, M. Hesham, Liu, Hao, Wen, Minjie, Wang, Kuihua

“…Low strain integrity tests (LSITs) are the most popular non‐destructive methods for pile testing. However, traditional LSITs have encountered unprecedented…”
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Lateral vibration characteristics of an extended pile shaft under low-strain integrity test by Wu, Juntao, El Naggar, M. Hesham, Wang, Kuihua, Wu, Wenbing

“…The integrity of extended pile shaft is paramount for ensuring safe and acceptable performance of supported bridge structures. However, it is difficult to…”
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Dynamic Response of Poroelastic Soil Adjacent to an Axially Vibrating Pile by Wu, Juntao, El Naggar, M. Hesham, Wang, Kuihua

“…AbstractUnderstanding the dynamic behavior of poroelastic soil adjacent to an axially vibrating pile is crucial to the seismic design and vibration reduction…”
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Pile Damage Detection Using Machine Learning with the Multipoint Traveling Wave Decomposition Method by Wu, Juntao, El Naggar, M. Hesham, Wang, Kuihua

“…The in-hole multipoint traveling wave decomposition (MPTWD) method is developed for detecting and characterizing the damage of cast in situ reinforced concrete…”
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A Hybrid Convolutional and Recurrent Neural Network for Multi-Sensor Pile Damage Detection with Time Series by Wu, Juntao, El Naggar, M Hesham, Wang, Kuihua

“…Machine learning (ML) algorithms are increasingly applied to structure health monitoring (SHM) problems. However, their application to pile damage detection…”
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New interaction model for vertical dynamic response of pipe piles considering soil plug effect by Wu, Wenbing, El Naggar, M. Hesham, Abdlrahem, Maged, Mei, Guoxiong, Wang, Kuihua

“…A soil–pile interaction model is developed to better represent the actual behavior of pipe piles undergoing dynamic testing. To correctly investigate the…”
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Dynamic response of a defect pile in layered soil subjected to longitudinal vibration in parallel seismic integrity testing by Wu, Juntao, Wang, Kuihua, El Naggar, M.Hesham

“…The parallel seismic (PS) method is a nondestructive test technique for detection of reinforced concrete pile defects. The method can be employed to detect…”
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Dynamic characteristics of a large‐diameter pile in saturated soil and its application by Xiao, Si, Wang, Kuihua, Gao, Liu, Wu, Juntao

“…Summary This study theoretically investigates the dynamic response of an end‐bearing pile embedded in saturated soil considering the transverse inertial effect…”
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A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo‐osmosis effect by Wen, Minjie, Tian, Yi, Li, Lichen, Qiu, Xinchen, Wang, Kuihua, Wu, Wenbing, Mei, Guoxiong, Xu, Meijuan

“…In this paper, a general interfacial thermal contact model is proposed to investigate the heat conduction characteristics at the interface of bilayered…”
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Analytical solution for consolidation of sand‐filled nodular pile (SFNP) foundation and its engineering application by Wu, Juntao, Sun, Fan, El Naggar, M Hesham, Zhao, Shuang, Wang, Kuihua

“…The sand‐filled nodular pile (SFNP) foundation is newly proposed to improve the bearing capacity and accelerate consolidation settlement of foundations…”
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Dynamic response of a pile considering the interaction of pile variable cross section with the surrounding layered soil by Gao, Liu, Wang, Kuihua, Xiao, Si, Wu, Wenbing

“…Summary Assuming that the pile variable cross section interacts with the surrounding soil in the same way as the pile toe does with the bearing stratus, the…”
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Vertical Dynamic Impedance of a Viscoelastic Pile in Arbitrarily Layered Soil Based on the Fictitious Soil Pile Model by Yang, Xiaoyan, Wang, Lixing, Wu, Wenbing, Liu, Hao, Jiang, Guosheng, Wang, Kuihua, Mei, Guoxiong

“…The vertical vibration of a viscoelastic pile immersed in arbitrarily layered soil is investigated by taking the interaction among pile, pile surrounding soil…”
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Dynamic pile-side soil resistance during longitudinal vibration by Liu, Xin, Wang, Kuihua, El Naggar, M. Hesham

“…Accurate evaluation of dynamic resistance provided by the surrounding soil is the key to determining the dynamic performance of the pile foundation, especially…”
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Numerical Analysis of the Deformation Performance of Monopile under Wave and Current Load by Chen, Libo, Yang, Xiaoyan, Li, Lichen, Wu, Wenbing, El Naggar, M. Hesham, Wang, Kuihua, Chen, Jinyong

“…The research on the deformation mechanism of monopile foundation supporting offshore wind turbines is significant to optimize the design of a monopile…”
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Longitudinal dynamic characteristics of a defective tapered pile with exposed cap in layered soil by Zhao, Shuang, Wu, Juntao, Wang, Kuihua, Zhang, Rihong, Wang, Mengbo, Yu, Kening

“…The longitudinal dynamic characteristics of a defective tapered pile embedded in layered soil is investigated considering that an exposed cap is connected with…”
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Dynamic response of a large-diameter pile with variable section in layered saturated soil considering construction disturbance effect by Xiao, Si, Hu, Anfeng, Wang, Kuihua, Wu, Juntao, Gao, Liu

“…An analytical solution is developed in this paper to investigate the vertical time-harmonic response of a large-diameter variable-section pile, and it…”
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Dynamic torsional response of an end bearing pile in transversely isotropic saturated soil by Wang, Kuihua, Zhang, Zhiqing, Leo, Chin Jian, Xie, Kanghe

“…The dynamic response of an end bearing pile embedded in transversely isotropic saturated soil and subjected to a time-harmonic torsional loading is…”
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Semianalytical Solution for Thermal Consolidation of Viscoelastic Marine Clay with the Fractional Order Derivative by Wen, Minjie, Li, Lichen, Qiu, Xinchen, Tian, Yi, Wang, Kuihua, Liu, Kaifu, Wu, Wenbing

“…The deformation property of marine clay under a heat source has received considerable attention in the geotechnical literature. In this paper, a…”
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Development of a smart axial strain sensor for static load testing of foundation piles by Zhang, Peng, Wang, Kuihua

“…Sensors of stress or strain currently used in geotechnical and civil engineering applications have the disadvantage that a large quantity of measuring points…”
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Vertical impedance of tapered piles considering the vertical reaction of surrounding soil and construction disturbance by Gao, Liu, Wang, Kuihua, Xiao, Si, Wu, Juntao, Wang, Ning

“…The pile-soil system is divided into layers of sufficient number such that the shear stiffness at the pile-soil interface can be determined based on the…”
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