Dissolution load-settlement behaviour of saline soil and compression criterion for the natural foundation of high-speed railways-Reference-Cited by-同舟云学术

Dissolution load-settlement behaviour of saline soil and compression criterion for the natural foundation of high-speed railways

Published:2022-08-16 Issue:9 Volume:81 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Ma Deliang,Feng Huaiping^ORCID,Yuan Yaxian,Chang Jianmei,Chang Jianfang

Funder

National Natural Science Foundation of China

Projects funded to guide local scientific and Technological Development

Natural Science Foundation of Hebei Province

Systematic Major Projects of China National Railway Group's Science and Technology Research and Development Program

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-022-02878-7.pdf

Reference38 articles.

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2. Bahloul O, Abbeche K, Bahloul A (2016) Study of the microstructure of a collapsible soil flooded with NaCl saline. E3S Web Conf 9:14001. https://doi.org/10.1051/e3sconf/20160914001

3. Bao W-X, Zhang S-S (2006) Experimental study on salt expansion and thawing subsidence properties of sandy saline soil (in Chinese). J Geo Eng 38:734–739

4. Bell FG (2009) Engineering geology, 2nd edn. Elsevier, Amsterdam Heidelberg

5. Cha M, Santamarina JC (2014) Dissolution of randomly distributed soluble grains: post-dissolution k 0 -loading and shear. Géotechnique 64:828–836. https://doi.org/10.1680/geot.14.P.115

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