Consistency behavior and mechanism of the irreversible dilatancy of gravel–structure interface subjected to 3D loadings-Reference-Cited by-同舟云学术

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Consistency behavior and mechanism of the irreversible dilatancy of gravel–structure interface subjected to 3D loadings

Published:2023-12-16 Issue: Volume: Page:
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Feng Dakuo^ORCID,Zhang Jianmin

Funder

National Natural Science Foundation of China

Tiptop Young Talent Program of Central Plains

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-023-02137-3.pdf

Reference43 articles.

1. Chen XB, Zhang JS, Xiao YJ, Li J (2015) Effect of roughness on shear behavior of red clay-concrete interface in large-scale direct shear tests. Can Geotech J 52(8):1122–1135

2. Clough GW, Duncan JM (1971) Finite element analyses of retaining wall behavior. J Soil Mech Found Div 97(12):1657–1673

3. DeJong JT, Westgate ZJ (2009) Role of initial state, material properties, and confinement condition on local and global soil-structure interface behavior. J Geotech Geoenviron Eng 135(1):1646–1660

4. DeJong JT, White DJ, Randolph MF (2006) Microscale observation and modeling of soil-structure interface behavior using particle image velocimetry. Soils Found 46(1):15–28

5. Desai CS, Drumm EC, Zaman MM (1985) Cyclic testing and modeling of interfaces. J Geotech Geoenviron Eng 111(6):793–815

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

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