Experimental Study for the Geogrid-Reinforced Embankment with Clay Cover Under Static and Cyclic Loading-Reference-Cited by-同舟云学术

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Experimental Study for the Geogrid-Reinforced Embankment with Clay Cover Under Static and Cyclic Loading

Published:2023-08-09 Issue: Volume: Page:
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Zhang Mengxi,Zhu Hao,Chen Longqing,Javadi Akbar A.

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s40999-023-00878-6.pdf

Reference41 articles.

1. Burrow MPN, Evdorides H, Ghataora GS et al (2016) The evidence for rural road technology in low-income countries. Transport 169:366–377

2. Hufenus R, Rueegger R, Banjac R et al (2006) Full-scale filed tests on geosynthetic reinforced unpaved roads on soft subgrade. Geotext Geomembr 25:21–37

3. Jia MC, Zhu WK, Xu C (2021) Performance of a 33 m high geogrid reinforced soil embankment without concrete panel. Geotext Geomembr 49:122–129

4. Singh M, Trivedi A, Shukla SK (2022) Evaluation of geosynthetic reinforcement in unpaved road using moving wheel load test. Geotext Geomembr 50:581–589

5. Jewell RA (1991) Application of revised design charts for steep reinforced slopes. Geotext Geomembr 10:203–233

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