Centrifuge model tests of h-type anti-slide pile reinforced slope under different rainfall duration-Reference-Cited by-同舟云学术

Centrifuge model tests of h-type anti-slide pile reinforced slope under different rainfall duration

Published:2024-04-10 Issue: Volume: Page:1-21
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Zhang Hao¹²³⁴,Xing Haofeng³,Zhu Lei¹²,Tannant Dwayne⁴,Guo Xiaopeng⁵

Affiliation:

1. School of Urban Construction and Transportation, Hefei University, Hefei, China

2. Anhui Provincial Key Laboratory of Urban Rail Transit Safety and Emergency Management, Hefei University, Hefei, China

3. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, China

4. School of Engineering, University of British Columbia, Kelowna, BC, Canada

5. Xi’an Center of Geological Survey, China Geological Survey, Xi’an, China

Funder

National Natural Science Foundation of China

China Scholarship Council

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2024.2338771

Reference46 articles.

1. Centrifuge model studies on performance of hybrid geosynthetic-reinforced slopes with poorly draining soil subjected to rainfall;Bhattacharjee D.;Journal of Geotechnical and Geo-Environmental Engineering,,2019

2. Design and Performance of an In-Flight Rainfall Simulator in a Geotechnical Centrifuge

3. Bridgman, P. W. (1922). Dimensional Analysis. Yale University Press.

4. Caicedo, B., & Tristancho, J. (2010). A virtual rain simulator for droplet transport in a centrifuge. Proceedings of the 7th International Conference on Physical Modelling in Geotechnics (ICPMG 2010), 1: 99–-104.

5. Mathematical and physical modelling of rainfall in centrifuge

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