A Modified Model for Soil-Structure Interface Considering Random Damage of Mesoscopic Contact Elements-Reference-Cited by-同舟云学术

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A Modified Model for Soil-Structure Interface Considering Random Damage of Mesoscopic Contact Elements

Published:2023-10 Issue:5 Volume:37 Page:807-818
ISSN:0890-5487
Container-title:China Ocean Engineering
language:en
Short-container-title:China Ocean Eng

Author:

Ke Li-jun,Gao Yu-feng,Zhao Zi-hao,Li Da-yong,Ji Jian

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Ocean Engineering,Renewable Energy, Sustainability and the Environment,Oceanography

Link

https://link.springer.com/content/pdf/10.1007/s13344-023-0067-6.pdf

Reference47 articles.

1. Altuhafi, F.N. and Coop, M.R., 2011. Changes to particle characteristics associated with the compression of sands, Géotechnique, 61(6), 459–471.

2. Cao, W.G., Zhao, H., Li, X. and Zhang, Y.J., 2010. Statistical damage model with strain softening and hardening for rocks under the influence of voids and volume changes, Canadian Geotechnical Journal, 47(8), 857–871.

3. Chen, X.B., Zhang, J.S., Xiao, Y.J. and Li, J., 2015. Effect of roughness on shear behavior of red clay–concrete interface in large-scale direct shear tests, Canadian Geotechnical Journal, 52(8), 1122–1135.

4. Chen, Y.F., Lin, H., Wang, Y.X., Xie, S.J., Zhao, Y.L. and Yong, W. X., 2021. Statistical damage constitutive model based on the Hoek-Brown criterion, Archives of Civil and Mechanical Engineering, 21(3), 117.

5. Dai, G.L., Zhu, W.B., Zhai, Q., Gong, W.M. and Zhao, X.L., 2019. Upper bound solutions for uplift ultimate bearing capacity of suction caisson foundation, China Ocean Engineering, 33(6), 685–693.

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