Seismic Response of Earth Dam with Innovative Polymer Antiseepage Wall

Author:

Li Jia1,Zhang Jingwei2ORCID,Wang Yuke1,Wang Bo3

Affiliation:

1. College of Water Conservancy and Environmental Engineering, Zhengzhou Univ., Zhengzhou 450001, China.

2. Senior Engineer, College of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China (corresponding author). ORCID: .

3. Professor, College of Water Conservancy and Environmental Engineering, Zhengzhou Univ., Zhengzhou 450001, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference35 articles.

1. Arulanandan K. and R. F. Scott. 1993. “Verification of numerical procedures for the analysis of soil liquefaction problems.” In Proc. Int. Conf. on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems Davis California. 3–17. Rotterdam Netherlands: A.A. Balkema.

2. Cause of seepage failure and treatment technology;Bai Y. N.;Water Resour. Hydraul. Eng.,2002

3. Experimental techniques and safety assessment theories for high earth-rockfill dam and relevant applications;Chen S. S.;Water Resour. Hydrraul Eng.,2018

4. A stress artificial boundary in fea for near-field wave problem;Du X. L.;Chin. J. Theor. Appl. Mech.,2006

5. Analyzing successive landslide dam formation by different triggering mechanisms: The case of the Tangjiawan landslide, Sichuan, China;Fan X. M.;Eng. Geol.,2018

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