Study on the collapsibility sensitivity of loess in different acid environment by consolidometer

Yao Zhang; Cheng Jin; Ning Li; Zaiqiang Hu

doi:10.1051/e3sconf/202126702069

All issues

Volume 267 (2021)

E3S Web Conf., 267 (2021) 02069

References

Open Access

Issue		E3S Web Conf. Volume 267, 2021 7^th International Conference on Energy Science and Chemical Engineering (ICESCE 2021)


Article Number		02069
Number of page(s)		4
Section		Environmental Chemistry Research and Chemical Preparation Process
DOI		https://doi.org/10.1051/e3sconf/202126702069
Published online		04 June 2021

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Gao, G. R. The distribution and geotechnical roperties of loess soils, lateritic soils and clayey soils in China [J] Engineering Geology, 1996, 42 (1): 95–104. [Google Scholar]
Nouaouria, M. S., Guenfoud, M., Lafifi, B. Engineering properties of loess in Aleeria [J]. Engineering Geology. 2008, 99(1): 85–90. [Google Scholar]
Zhu Yuan-qing, Chen Zheng-han. A new method of studying collapsibility of loess [J]. Chinese Journal of Geotechnical Engineering 2008, 30 (4): 52 [Google Scholar]

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[1] Rao, S. M., Revanasiddappa, K. Collapse behaviour of a residual soil [J]. Geotechnique. 2002, 52 (52): 259–268. [Google Scholar]

[2] Hu Zai-qiang, Shen Zhu-jiang, Xie Ding-yi. Deformation properties of structural loess [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(24): 4142–4146 [Google Scholar]

[3] Hu Zai-qiang, Shen Zhu-jiang, Xie Ding-yi. The structure of unsaturated loess [J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(06): 775–779 [Google Scholar]

[4] Vilar1, O. M., Rodrigues, R. A. Collapse behavior of soil in a Brazilian region affected by a rising water table [J]. Canadian Geotechnical Journal, 2011, 48 (2): 226–233. [Google Scholar]

[5] Casini, F. Deformation induced by wetting: a simple model [J]. Canadian Geotechnical Journal, 2012, 49 (49): 954–960. [Google Scholar]

[6] Jiang, M. J., Hu, H. J., Liu, F. Summary of collapsible behaviour of artificially structured loess in oedometer and triaxial wetting tests [J]. Canadian Geotechnical Journal, 2012, 49 (10): 1147–1157. [Google Scholar]

[7] Gao, G. R. The distribution and geotechnical roperties of loess soils, lateritic soils and clayey soils in China [J] Engineering Geology, 1996, 42 (1): 95–104. [Google Scholar]

[8] Nouaouria, M. S., Guenfoud, M., Lafifi, B. Engineering properties of loess in Aleeria [J]. Engineering Geology. 2008, 99(1): 85–90. [Google Scholar]

[9] Zhu Yuan-qing, Chen Zheng-han. A new method of studying collapsibility of loess [J]. Chinese Journal of Geotechnical Engineering 2008, 30 (4): 52 [Google Scholar]