Model test study on horizontal bearing behavior of pile under existing vertical load-Reference-Cited by-同舟云学术

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Model test study on horizontal bearing behavior of pile under existing vertical load

Published:2021-08 Issue: Volume:147 Page:106820
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Xiao-ling Zhang,Jun-yuan Xue,Yan Han,Shong-loong Chen

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference19 articles.

1. The bearing capacity of rigid piles under inclined loads in sand I: vertical piles;Meyerhof;Can Geotech J,1972

2. Effect of oblique extracting forces on single piles;Leshukov;Soil Mech Found Eng,1975

3. Interaction of axial and lateral pile response;Anagnostopoulos;Journal of Geotechnical Engineering,1993

4. Influence of vertical loads on lateral response of pile foundations in sands and clays;Hazzar;Journal of Rock Mechanics and Geotechnical Engineering,2017

5. The effect of pile cross section on the lateral behavior of piles under combined loading;Abbas;Journal of Engineering Science and Technology Review,2018

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2. Numerical Investigations of Pile Group Foundations under Different Pile Length Conditions;Applied Sciences;2024-02-26

3. Study on Cyclic Shear Properties of Siliceous Sand–Steel Interface under Different Normal Loading Conditions;Buildings;2023-09-04

4. Study of the Horizontal Load-Bearing Characteristics of Coupling Beam Pile Structures;Indian Geotechnical Journal;2023-06-05

5. Experimental study on the horizontal bearing characteristics of long-short-pile composite foundation;GEOMECH ENG;2023

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