Load Settlement Response of Composite Foundation of Variable Pile Diameters-Reference-Cited by-同舟云学术

Load Settlement Response of Composite Foundation of Variable Pile Diameters

Published:2024-09 Issue:9 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Yunlong¹,Gu Saibo²,Duan Shuqian³^ORCID,Hou Siqiang⁴

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, Henan, China.

2. Dept. of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, Henan, China.

3. Associate Professor, Dept. of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, Henan, China; Henan Urban Planning Institute and Corporation, Zhengzhou 450044, China (corresponding author). ORCID: .

4. School of Civil Mechanics and Safety Engineering, Zhengzhou Univ., Zhengzhou 450001, Henan, China; Henan Urban Planning and Design Research Institute Co. Ltd., Zhengzhou 450001, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9629

Reference49 articles.

1. ASTM. 2012. Direct shear test of soils under consolidated drained conditions. ASTM D3080/D3080M-11. West Conshohocken, PA: ASTM.

2. ASTM. 2014. Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D854-14. West Conshohocken, PA: ASTM.

3. ASTM. 2021. Standard test methods for laboratory determination of density and unit weight of soil specimens. ASTM D7263-21. West Conshohocken, PA: ASTM.

4. The characteristics and construction of CFG pile composite foundation;Cao S. Q.;Appl. Mech. Mater.,2015

5. Shaft friction of piles in cohesive soils in terms of effective stress;Chandler R. J.;Civ. Eng. Public Works Rev.,1968