Experimental and Numerical Investigation of Prestressed Geosynthetic-Reinforced Embankment Subjected to Traffic Loading-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation of Prestressed Geosynthetic-Reinforced Embankment Subjected to Traffic Loading

Published:2024-01 Issue:1 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ma Shuwen¹,Lu Liang²,Song Anbang³,Wang Zongjian⁴,Xiao Liang⁵,Arai Katsuhiko⁶

Affiliation:

1. Lecturer, Dept. of Architectural and Engineering, Chongqing Industry Polytechnic College, Chongqing 401120, China; Dept. of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. Associate Professor, Dept. of Civil Engineering, Chongqing Univ., Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education (Chongqing Univ.), Chongqing 400045, China (corresponding author).

3. M. E. Shanghai Infrastructure Construction and Development (Group) Co., Ltd., Shanghai 201400, China.

4. Professor, Dept. of River and Ocean Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China.

5. Ph.D. Candidate, Dept. of Civil Engineering, Chongqing Univ., National Joint Engineering Research Center for Prevention and Control of Environmental Geological Hazards in the TGR Area, Chongqing 400045, China.

6. Professor, Dept. of Architecture and Civil Engineering, Fukui Univ., Fukui 9108507, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7815

Reference42 articles.

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3. Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading

4. Influence of water ageing on mechanical properties and damage events of two reinforced composite materials: Flax–fibres and glass–fibres

5. ASTM. 2001. Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method. ASTM D6637. West Conshohocken, PA: ASTM.