Model test study on the deformation and stability of rainfall-induced expansive soil slope with weak interlayer-Reference-Cited by-同舟云学术

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Model test study on the deformation and stability of rainfall-induced expansive soil slope with weak interlayer

Published:2024-02-17 Issue:3 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:

Dai Zhangjun,Huang Kang,Chi Zecheng,Chen Shanxiong

Funder

National Natural Science Foundation of China

Youth Innovation Promotion Association of the Chinese Academy of Sciences

Key Research and Development Program of Hubei Province

Science and Technology Research and Development Program of China State Railway Group Co., Ltd.

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10064-024-03576-2.pdf

Reference44 articles.

1. Albrecht BA, Benson CH (2001) Effect of desiccation on compacted natural clays. J Geotech Geoenviron 127:67–75. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:1(67)

2. Cheng ZL, Ding JH, Rao XB, Cheng YH, Xu H (2014) Physical model tests on expansive soil slopes. Chin J Geotech Eng 36(4):716–723. https://doi.org/10.11779/CJGE201404016

3. Dai ZJ, Chen SX, Li J (2020a) Physical model test of seepage and deformation characteristics of shallow expansive soil slope. Bull Eng Geol Env 79:4063–4078. https://doi.org/10.1007/s10064-020-01811-0

4. Dai ZJ, Guo JH, Luo HM, Li J, Chen SX (2020b) Strength characteristics and slope stability analysis of expansive soil with filled fissures. Appl Sci 10(13):4616. https://doi.org/10.3390/app10134616

5. Dai ZJ, Guo JH, Chi ZC, Chen SX (2023) Three-dimensional soil-water characteristics model of expansive soil considering swelling effect. Int J Geomech 23(8):04023119. https://doi.org/10.1061/IJGNAI.GMENG-8423

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