Three-dimensional microstructure evolution of loess liquefaction based on the μm-CT quantitative observations

Author:

Deng LongshengORCID,Zhang Chao,Fan Wen,Cao YanboORCID,Mao Wei

Funder

National Natural Science Foundation of China

Ministry of Science and Technology of the People's Republic of China

Publisher

Elsevier BV

Reference43 articles.

1. Research on a classification model of loess seismic landslides based on random forest in the Haiyuan region;Fang;Bull Eng Geol Environ,2023

2. Deformation breakage characteristics and development mechanism of loess landslide triggered by Haiyuan M8.5 earthquake in Ningxia;Deng;Journal of Catastrophology,2013

3. Pore-pressure generation and fluidization in a loess landslide triggered by the 1920 Haiyuan earthquake, China: a case study;Wang;Eng Geol,2014

4. Landslides of the 1920 Haiyuan earthquake, northern China;Xu;Landslides,2021

5. Influential factors of loess liquefaction and pore pressure development;Zhao;Acta Mech Sin,2005

Cited by 1 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. Extension mechanism and failure mode investigation on a fissured loess slope induced by loading;Bulletin of Engineering Geology and the Environment;2024-06-28

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