Numerical investigation of failure modes and mechanical characteristics of remolded loess using unconfined penetration test-Reference-Cited by-同舟云学术

Numerical investigation of failure modes and mechanical characteristics of remolded loess using unconfined penetration test

Published:2023-07-14 Issue: Volume: Page:
ISSN:2196-4378
Container-title:Computational Particle Mechanics
language:en
Short-container-title:Comp. Part. Mech.

Author:

Yin Siyu,Yang Zheng,Liu Fei,Dang Yike

Funder

China Construction Seventh Engineering Division

Publisher

Springer Science and Business Media LLC

Subject

Computational Mathematics,Fluid Flow and Transfer Processes,Modeling and Simulation,Numerical Analysis,Civil and Structural Engineering,Computational Mechanics

Link

https://link.springer.com/content/pdf/10.1007/s40571-023-00623-9.pdf

Reference39 articles.

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2. Derbyshire E et al (1994) Failure mechanisms in loess and the effects of moisture content changes on remoulded strength. Quat Int 24:5–15. https://doi.org/10.1016/1040-6182(94)90032-9

3. Juang CH et al (2019) Loess geohazards research in China: advances and challenges for mega engineering projects. Eng Geol 25:11–10. https://doi.org/10.1016/j.enggeo.2019.01.019

4. Ma EL et al (2022) Failure analysis and treatments of a loess tunnel being constructed in ground fissure area. Eng Fail Anal 134:106034. https://doi.org/10.1016/j.engfailanal.2022.106034

5. Xu Z, Lin Z, Zhang M (2007) Loess in China and loess landslides. Chin J Rock Mech Eng 26(7):1297–1312. https://doi.org/10.1016/S1672-6529(07)60007-9

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