Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil-Reference-Cited by-同舟云学术

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Three‐dimensional analytical continuum model for axially loaded noncircular piles in multilayered elastic soil

Published:2021-10-04 Issue:18 Volume:45 Page:2654-2681
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:International Journal for Numerical and Analytical Methods in Geomechanics

Author:

Li Xiancheng¹,Zhou Hang¹^ORCID,Liu Hanlong¹,Chen Zhixiong¹

Affiliation:

1. Key Laboratory of New Technology for Construction of Cities in Mountain Area, College of Civil Engineering Chongqing University Chongqing China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3281

Reference43 articles.

1. Axial capacity of barrette piles embedded in gravel layer;Lin SS;J GeoEngin,2014

2. Analysing Rectangular Pile Using One Dimensional Finite Element

3. XCC pile installation effect in soft soil ground: A simplified analytical model

4. Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation

5. Geometrical effects on the load transfer mechanism of pile groups: three-dimensional numerical analysis

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1. Analytical solutions of combined vertical and torsional shear loading of a cylindrical cavity in undrained modified Cam‐Clay;International Journal for Numerical and Analytical Methods in Geomechanics;2024-08-07

2. Influence of the penetration of adjacent X-section cast-in-place concrete (XCC) pile on the existing XCC pile in sand;Journal of Zhejiang University-SCIENCE A;2024-07

3. Static response of vertically loaded pile in inhomogeneous soil;Géotechnique Letters;2024-06-01

4. Experimental study on the development of surrounding soil stress during XCC pile installation in sand;Acta Geotechnica;2023-12-06

5. Analytical solution for vertical vibration of partially embedded large-diameter floating pile;Soil Dynamics and Earthquake Engineering;2023-04

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