Physical Modeling of Temperature Influence on Performance of Geogrid-Reinforced Retaining Walls Considering Backfill Type Effect-Reference-Cited by-同舟云学术

Physical Modeling of Temperature Influence on Performance of Geogrid-Reinforced Retaining Walls Considering Backfill Type Effect

Published:2022-09 Issue:3 Volume:36 Page:
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Cui Fei-Long¹,Xiao Cheng-Zhi²,Wang Fei³,Wang Zi-Han⁴,Ding Lu-Qiang⁵,Tian Wen-Ling⁶

Affiliation:

1. Ph.D. Student, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China.

2. Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China (corresponding author).

3. Assistant Professor, School of Engineering, Tarleton State Univ., Stephenville, TX 76402.

4. Lecturer, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China.

5. Post-doctor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China.

6. Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000282

Reference56 articles.

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2. ASTM. 2001. Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method. ASTM D6637-01. West Conshohocken, PA: ASTM.

3. ASTM. 2007. Standard test method for particle-size analysis of soils. ASTM D422-63. West Conshohocken, PA: ASTM.

4. Bathurst, R. J. 1992. “Case study of a monitored propped panel wall.” In Proc., Int. Symp. on Geosynthetic-Reinforced Soil Retaining Walls, 159–166. Rotterdam, Netherlands: A.A. Balkema.

5. Daily and Seasonal Response of a Cantilever Retaining Wall

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