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European Journal of Environmental and Civil Engineering Volume 26, 2022 - Issue 1
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Articles

An elastoplastic constitutive model for frozen sandy soil considering particle breakage

Junlin Hea College of Civil Engineering, Sichuan Agricultural University, Chengdu, China;b South China Institute of Geotechnical Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, ChinaORCID Iconhttps://orcid.org/0000-0003-0717-7987View further author information
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Fei Luoa College of Civil Engineering, Sichuan Agricultural University, Chengdu, China;c College of Post Disaster Reconstruction and Management, Sichuan University, Chengdu, ChinaCorrespondence[email protected]
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Zhanyuan Zhua College of Civil Engineering, Sichuan Agricultural University, Chengdu, ChinaView further author information
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Yuanze Zhanga College of Civil Engineering, Sichuan Agricultural University, Chengdu, ChinaView further author information
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Chongyin Linga College of Civil Engineering, Sichuan Agricultural University, Chengdu, ChinaView further author information
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Zuying Zoua College of Civil Engineering, Sichuan Agricultural University, Chengdu, ChinaView further author information
Pages 320-344 | Received 27 Mar 2019, Accepted 15 Aug 2019, Published online: 11 Sep 2019

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Read on this site (1)

Ziyu Chen, Guoying Li, Zhankuan Mi & Kuangmin Wei. (2023) Energy equation and stress–dilatancy relationship for crushable granular materials incorporating particle breakage. European Journal of Environmental and Civil Engineering 27:16, pages 4711-4728.
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Articles from other publishers (2)

Shuming Zhang, Guanlu Jiang, Junfeng Cai, Xiongwei Ye, Bin Luo & Shengyang Yuan. (2022) A Binary Medium Model for Frozen Silty Sand Simplified by Breakage Parameter. Geofluids 2022, pages 1-14.
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Yangsheng Ye, Degou Cai, Shuang Tian, Hongye Yan, Xianzhang Ling, Liang Tang & Yike Wu. (2022) An Empirical Dilatancy Model for Coarse-Grained Soil under the Influence of Freeze–Thaw Cycles. Materials 15:9, pages 3167.
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