Novel Spatial Soil Arching Effect on a Steep-Slope High Embankment in a Double-V Narrowing Gully-Reference-Cited by-同舟云学术

Novel Spatial Soil Arching Effect on a Steep-Slope High Embankment in a Double-V Narrowing Gully

Published:2023-08 Issue:8 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Que Yun¹,Chen Xian²^ORCID,Qiu Yonghui¹,Zhu Xiaohui¹,Leung Anthony Kwan³,Jiang Zhenliang⁴^ORCID

Affiliation:

1. College of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China.

2. College of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China. ORCID: .

3. Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon 999077, Hong Kong SAR, China.

4. Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon 999077, Hong Kong SAR, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8370

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3. Dynamical mechanism and stability criterion of landslide under lockup of soil arching;Cheng Q.;Chin. J. Rock Mech. Eng.,2004

4. Spatial effects of the deformation of a debris on the middle-reach of Lancang River;Ding X.;Chin. J. Geol. Hazard Control,2004

5. Numerical study on soil arching effects of stabilizing piles;Fan F.;Mem. Fac. Eng.,2015

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