Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles

Author:

Xiao Cheng-zhi1ORCID,Cui Fei-long2,Ding Lu-qiang3,Wang Fei4ORCID,Tian Wen-Ling5

Affiliation:

1. Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China. ORCID: .

2. Ph.D. Candidate, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China.

3. Lecturer, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China (corresponding author).

4. Assistant Professor, Mayfield College of Engineering, Tarleton State Univ., Stephenville, TX 76402. ORCID: .

5. Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference59 articles.

1. AASHTO. 2014. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.

2. Design and performance of a 6.3-m-high, block-faced geogrid wall designed using the K-stiffness method;Allen T. M.;J. Geotech. Geoenviron. Eng.,2014

3. Geosynthetic reinforcement stiffness characterization for MSE wall design

4. 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.

5. ASTM. 2011. Standard test method for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11. West Conshohocken, PA: ASTM.

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