Parameter Sensitivity Analysis of Polyurethane Cutoff Walls for Earth Dams under Multifield Coupling

Author:

Li Manjun1,Xue Binghan2,Fang Hongyuan3,Zhang Shu4,Wang Fuming3

Affiliation:

1. Yellow River Laboratory, Zhengzhou Univ., Zhengzhou 450001, China; National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Zhengzhou 450001, China; Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety, Zhengzhou 450001, Henan, China.

2. Yellow River Laboratory, Zhengzhou Univ., Zhengzhou 450001, China; National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Zhengzhou 450001, China; Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety, Zhengzhou 450001, Henan, China (corresponding author).

3. Yellow River Laboratory, Zhengzhou Univ., Zhengzhou 450001, China; National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Zhengzhou 450001, China; Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety, Zhengzhou 450001, Henan, China; Infrastructure Renewal Institute of Southern China, Ninth Area, Daxin Group, Huizhou 516029, Guangdong, China.

4. Master’s Candidate, Yellow River Laboratory, Zhengzhou Univ., Zhengzhou 450001, China; National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Zhengzhou 450001, China; Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety, Zhengzhou 450001, Henan, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference47 articles.

1. Strength reduction method in Barodesy;Barbara S. M.;Comput. Geotech.,2018

2. Evaluation of durability and functional performance of porous polyurethane mixture in porous pavement

3. Chen, S., J. W. Zhang, and J. Li. 2018b. “Research on dynamic soil pressure of earth dam with polymer anti-seepage wall.” In Proc., 5th Int. Conf., on Information Science and Control Engineering, 454–458. Piscataway, NJ: Institute of Electrical and Electronics Engineers (IEEE).

4. The mechanical behaviour of drainage pipeline under traffic load before and after polymer grouting trenchless repairing

5. Coordination Characteristics Analysis of Deformation between Polymer Anti-Seepage Wall and Earth Dam under Traffic Load

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