A modified discontinuous deformation analysis method considering the bonding effect for the simulation of structural loess-Reference-Cited by-同舟云学术

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A modified discontinuous deformation analysis method considering the bonding effect for the simulation of structural loess

Published:2024-03-20 Issue:9 Volume:19 Page:6117-6140
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Li Qiang^ORCID,Franci Alessandro,Shen Wei,Li Tonglu,Li Hua,Li Ping,Rangel Rafael L.

Funder

National Key R&D Program of China

Natural Science Basic Research Program of Shaanxi Province

Fundamental Research Funds for the Central Universities, CHD

China Scholarship Council

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s11440-024-02265-4.pdf

Reference73 articles.

1. Al-Shayea NA, Khan K, Abduljauwad SN (2000) Effects of confining pressure and temperature on mixed-mode (I–II) fracture toughness of a limestone rock. Int J Rock Mech Min 37(4):629–643. https://doi.org/10.1016/S1365-1609(00)00003-4

2. Brown NJ, Chen JF, Ooi JY (2014) A bond model for DEM simulation of cementitious materials and deformable structures. Granul Matter 16(3):299–311. https://doi.org/10.1007/s10035-014-0494-4

3. Cai G, Han B, Wei J, Yang R, Li J, Cui Y (2023) Wetting-induced deformation characteristics of unsaturated compacted sandy loess. Acta Geotech. https://doi.org/10.1007/s11440-023-01891-8

4. Chen X, Peng D, Morrissey JP, Ooi JY (2022) A comparative assessment and unification of bond models in DEM simulations. Granul Matter 24(2022):1–20. https://doi.org/10.1007/s10035-021-01187-2

5. Chung JW, Roos H, De JTM, Van der Giessen E (1996) Fracture of disordered three-dimensional spring networks: a computer simulation methodology. Phys Rev B 54(21):15094–15100. https://doi.org/10.1103/PhysRevB.54.15094

Cited by 2 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. Modified discontinuous deformation analysis with mixed bilinear failure model for investigating quasi-brittle failure in geo-materials;Computers and Geotechnics;2024-09

2. Effects of realistic particle morphology on mechanical behaviors of loess with discrete element analyses;Environmental Earth Sciences;2024-09

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