Jian Hong Wan
Sun Yat-sen University
PileGeologyFinite element methodNonlinear systemSoil structure interactionNumerical modelsThree dimensional analysisElement modelStructural engineering
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#1Jian Hong Wan (SYSU: Sun Yat-sen University)H-Index: 1
#2Siwei Liu (PolyU: Hong Kong Polytechnic University)H-Index: 17
Last. Hai-Peng Zhao (SYSU: Sun Yat-sen University)
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Abstract null null Tapered piles have superior benefits over traditional cylindrical piles in resisting axial and lateral loads, being an economical alternative to cylindrical piles. When designing the tapered pile in soft or liquefiable soil, it is necessary to identify its buckling strengths. Notwithstanding, the buckling analysis of tapered piles considering nonlinear pile-soil interactions with geometric imperfections under combined loads has not been well established. This paper presents a ...
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#1Xue You Li (SYSU: Sun Yat-sen University)
#2Jian Hong Wan (SYSU: Sun Yat-sen University)H-Index: 1
Last. Siwei Liu (PolyU: Hong Kong Polytechnic University)H-Index: 17
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Abstract Due to the complicated geological conditions and complex loads, the pile–soil interaction is a three-dimensional (3D) and highly nonlinear problem. Conventional numerical models have defic...
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