An elastic-plastic solution for the optimal thickness of a frozen soil wall considering an interaction with the surrounding rock

• Lianfei Kuang ,

  Contributed equally to this work with: Lianfei Kuang, Pin-Qiang Mo

  Roles Conceptualization, Funding acquisition, Investigation, Writing – original draft

  Affiliation State Key Laboratory for GeoMechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, China

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• Pin-Qiang Mo ,

  Contributed equally to this work with: Lianfei Kuang, Pin-Qiang Mo

  Roles Funding acquisition, Methodology, Writing – review & editing

  * E-mail: pinqiang.mo@cumt.edu.cn

  Affiliations State Key Laboratory for GeoMechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, China, R & D Center, Shenzhen Urban Public Safety and Technology Institute, Shenzhen, Guangdong, China

  https://orcid.org/0000-0002-1469-4838

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• Kuan-Jun Wang,

  Roles Funding acquisition, Methodology, Validation

  Affiliation Zhejiang Huadong Construction Engineering, POWERCHINA Huadong Engineering Corporation Limited, Hangzhou, Zhejinag, China

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• Bin Chen

  Roles Formal analysis, Resources, Software

  Affiliation MCC Underground Space Technology Research Institute, Wuhan Surveying Geotechnical Research Institute Co., LTD. of MCC, Wuhan, Hubei, China

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