A three-dimensional (3D) analytical solution for the ultimate side shear resistance of rock-socketed shafts-Reference-Cited by-同舟云学术

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A three-dimensional (3D) analytical solution for the ultimate side shear resistance of rock-socketed shafts

Published:2022-11 Issue: Volume:159 Page:105231
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Chen Haohua,Zhu Hehua,Zhang Lianyang^ORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference49 articles.

1. Drilled Shafts in Rock: Analysis and Design;Zhang,2004

2. NCHRP Synthesis 360. Rock - Socketed Shafts for Highway Structures Foundations,2006

3. Stress distributions in rock socketed piles;Williams,1980

4. Miami limestone foundation design and construction;Kaderabek;J. Geotech. Eng.,1981

5. Drilled Shafts: Construction Procedures and Design Methods. Design Manual;Reese,1987

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Limit Analysis for 3D Stability of Unsaturated Inhomogeneous Slopes Reinforced with Piles;International Journal of Geomechanics;2023-04

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