Three-Stage Analysis Method for Calculating the Settlement of Large-Diameter Extralong Piles-Reference-Cited by-同舟云学术

Three-Stage Analysis Method for Calculating the Settlement of Large-Diameter Extralong Piles

Published:2023-03 Issue:3 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Kevin¹,Guo Shihong²,Wen Jianghai³,Han Jingbo³,Yang Xiong³

Affiliation:

1. Postgraduate Student, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, No. 13, Middle Section of Yanta Rd., Beilin District, Xi’an 710055, China (corresponding author).

2. Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, No. 13, Middle Section of Yanta Rd., Beilin District, Xi’an, 710055, China.

3. Postgraduate Student, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, No. 13, Middle Section of Yanta Rd., Beilin District, Xi’an 710055, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8110

Reference46 articles.

1. Nonlinear lateral dynamic stiffness of piles;Angelides D. C.;J. Geotech. Eng. Div.,1981

2. Settlement prediction of the rock-socketed piles through a new technique based on gene expression programming;Armaghani D. J.;Neural Comput. Appl.,2018

3. New load transfer hyperbolic model for pile-soil interface and negative skin friction on single piles embedded in soft soils;Cao W.;Int. J. Geomech.,2014

4. CABR (China Academy of Building Research) 2008. Chinese technical code for building pile foundation. [In Chinese.] JGJ94-2008. Beijing: China Architecture and Building Press.

5. Analysis of vertically loaded pile groups;Chow Y.;Int. J. Numer. Anal. Methods Geomech.,1986

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