Lateral Displacements of Geosynthetic-Reinforced Soil Walls in a Tiered Configuration-Reference-Cited by-同舟云学术

Lateral Displacements of Geosynthetic-Reinforced Soil Walls in a Tiered Configuration

Published:2022-09 Issue:9 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gao Shan¹^ORCID,Xiao Chengzhi²^ORCID,Han Jie³^ORCID,Wang Zihan⁴^ORCID

Affiliation:

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

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

3. Professor, Dept. of Civil, Environmental, and Architectural Engineering (CEAE), Univ. of Kansas, KS 66045 (corresponding author). ORCID: .

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002853

Reference48 articles.

1. AASHTO. 2007. Standard specifications for highway bridges. Washington, DC: AASHTO.

2. Adams M. T. C. P. Lillis J. T. H. Wu and K. Ketchart. 2002. “Vegas mini pier experiment and postulate of zero volume change.” In Proc. 7th Int. Conf. Geosynthetics 389–394. Lisse Netherlands: Swets and Zeitlinger.

3. Design and Performance of 6.3-m-High, Block-Faced Geogrid Wall Designed Using K-Stiffness Method

4. Geosynthetic reinforcement stiffness characterization for MSE wall design

5. Global Level of Safety and Performance of Geosynthetic Walls: An Historical Perspective

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