Study on characteristics and mechanism of subgrade mud pumping under heavy-haul train loads-Reference-Cited by-同舟云学术

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Study on characteristics and mechanism of subgrade mud pumping under heavy-haul train loads

Published:2024-01-29 Issue:2 Volume:83 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Ding Yu,Jia Yu^ORCID,Zong Zhongling,Wang Xuan,Zhang Jiasheng,Chen Xiaobin

Funder

National Natural Science Foundation of China

the Science and Technology Research and Development Project of China National Railway Group Co., Ltd.

Innovation and Entrepreneurship Training Program for College Students in Jiangsu Province

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10064-024-03555-7.pdf

Reference40 articles.

1. Abeywickrama A, Indraratna B, Rujikiatkamjorn C (2018) Excess pore-water pressure generation and mud pumping in railways under cyclic loading. In: Geotechnics for Transportation Infrastructure. Lecture Notes in Civil Engineering, vol 28. Springer, Singapore. https://doi.org/10.1007/978-981-13-6701-4_24

2. Alobaidi I, Hoare DJ (1999) Mechanisms of pumping at the subgrade-subbase interface of highway pavements. Geosynth Int 6(4):241–259. https://doi.org/10.1680/geot.2007.00020

3. Arivalagan J, Rujikiatkamjorn C, Indraratna B, Warwick A (2021) The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading. Geotext Geomembr 49(5):1324–1338. https://doi.org/10.1016/j.geotexmem.2021.05.004

4. Aursudkij B, McDowell GR, Collop AC (2009) Cyclic loading of railway ballast under triaxial conditions and in a railway test facility. Granular Matter 11(6):391–401. https://doi.org/10.1007/s10035-009-0144-4

5. Bian XC, Jiang JQ, Jin WF, Sun DD, Li W, Li XM (2016) Cyclic and postcyclic triaxial testing of ballast and subballast. J Mater Civ Eng 28(7):4016032. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001523

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2. Investigation of the parallel gradation method based on response of ballast penetration into subgrade soil by discrete element method;Computational Particle Mechanics;2024-07-11

3. Subgrade soil response to rail loading: Instability mechanisms, causative factors, and preventive measures;Transportation Geotechnics;2024-05

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