Three-dimensional stress-controlled cyclic behavior of the interface between gravel and steel-Reference-Cited by-同舟云学术

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Three-dimensional stress-controlled cyclic behavior of the interface between gravel and steel

Published:2021-12 Issue: Volume:151 Page:106988
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Feng Dakuo^ORCID,Zhang Jianmin,Hou Wenjun

Publisher

Elsevier BV

Subject

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

Reference35 articles.

1. Skin friction between various soils and construction materials;Potyondy;Geotechnique,1961

2. Interface properties of sands;Acar;J Geotech Eng Div,1982

3. Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces;Afzali-Nejad;Geotext Geomembranes,2017

4. Role of soil inherent anisotropy in peak friction and maximum dilatation angles of four sand geosynthetic interfaces;Afzali-Nejad;Geotext Geomembranes,2018

5. Experimental study of static and dynamic friction between sand and typical construction material;Brummund;J Test Eval,1973

Cited by 3 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. Role of Tangential Displacement Amplitude in 3D Cyclic Simple Shear Behavior of Gravel–Steel Interface;International Journal of Geomechanics;2024-09

2. Visualized direct shear test of the interface between gravelly sand and concrete pipe;Canadian Geotechnical Journal;2024-02-01

3. Non-coaxiality behaviours and unified flow rule of soil–structure interfaces;Géotechnique;2023-11-22

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