Research on pore structural change of gravel soil under seepage erosion based on CT scanning

As the main component of the landslide accumulation layer, gravel soil is affected by hydrodynamic factors; the change of internal seepage pressure leads to the loss of soil particles, resulting in the change of meso structure and mechanical properties, and thus affecting the overall stability of th...

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Bibliographic Details

Published in:	Shuiwen dizhi gongcheng dizhi
Main Authors:	Da HUANG, Yikang GAO, Wenbo HUANG
Format:	Article
Language:	Chinese
Published:	Editorial Office of Hydrogeology & Engineering Geology 2024-03-01
Subjects:	gravel soil seepage erosion ct pore microstructure landslide
Online Access:	https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202302035