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- Publications
- Influence
Simplified Boundary Element Method for Kinematic Response of Single Piles in Two-Layer Soil
TLDR
Experimental observations and evaluations of formulae for local scour at pile groups in steady currents
ABSTRACT Bridge scour is recognized as one of the key factors that causes structure failures, which in turn leads to economic and life loss. In this study, flume tests of four typical arrangements of… Expand
Accuracy of three-dimensional seismic ground response analysis in time domain using nonlinear numerical simulations
To provide appropriate uses of nonlinear ground response analysis for engineering practice, a three-dimensional soil column with a distributed mass system and a time domain numerical analysis were… Expand
Analytical solution for laterally loaded long piles based on Fourier–Laplace integral
Abstract Piles are frequently used to support lateral loads. Elastic solutions based on the Winkler foundation model are widely used to design laterally loaded piles at working load. This paper… Expand
A review of bridge scour: mechanism, estimation, monitoring and countermeasures
Scour of sediments around bridge foundations by the stream is the most significant contributing factor for bridge failures. The scour failures tend to occur without prior warning and have led to… Expand
Cartesian Impedance Control for Physical Human–Robot Interaction Using Virtual Decomposition Control Approach
- Genliang Xiong, H. Chen, Pengwen Xiong, F. Liang
- Computer Science
- 1 July 2019
TLDR
Influences of axial load on the lateral response of single pile with integral equation method
SUMMARY
This article revisits the influences of axial load on the lateral response of single pile with integral equation method. The problem is formulated by decomposing the pile soil system into an… Expand
Robot-Environment Interaction Control of a Flexible Joint Light Weight Robot Manipulator
- Genliang Xiong, H. Chen, Ruihua Zhang, F. Liang
- Computer Science
- 20 September 2012
TLDR
A modified analysis method for the nonlinear load transfer behaviour of axially loaded piles
- J. Li, Yongwei Tan, F. Liang
- Materials Science
- 29 February 2012
A modified analytical solution is proposed to calculate the load-settlement curve of axially loaded piles, which may consider the degradation of the skin friction of piles, distribution of shear… Expand
A simplified nonlinear analysis method for piled raft foundation in layered soils under vertical loading
Abstract This paper presents a simplified nonlinear solution for piled raft foundations in layered soils under vertical loading. Based on the elastic–plastic analysis of a single pile in a layered… Expand