Seismic Response of a Rockfill Dam with an Asphalt–Concrete Core under P Waves with Arbitrary Incident Angles-Reference-Cited by-同舟云学术

Seismic Response of a Rockfill Dam with an Asphalt–Concrete Core under P Waves with Arbitrary Incident Angles

Published:2023-06 Issue:6 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Fei¹,Song Zhiqiang²^ORCID,Liu Yunhe³,Li Chuang⁴

Affiliation:

1. State Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an Univ. of Technology, No. 5 Jinhua Rd., Xi’an 710048, China; Key Laboratory of Fluid and Power Machinery, Ministry of Education, Xihua Univ., No. 9999 Hongguang Rd., Chengdu 610039, China.

2. Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an Univ. of Technology, No. 5 Jinhua Rd., Xi’an 710048, China (corresponding author). ORCID: .

3. Professor, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an Univ. of Technology, No. 5 Jinhua Rd., Xi’an 710048, China.

4. Ph.D. Student, State Key Laboratory of Eco-Hydraulics in Northwest Arid Region, Xi’an Univ. of Technology, No. 5 Jinhua Rd., Xi’an 710048, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8021

Reference34 articles.

1. Akhtarpour A. and A. Khodaii. 2012. “2D & 3D nonlinear dynamic analysis of an asphaltic concrete core rockfill dam (a case study).” In Proc. Int. Symp. on Dams for a Changing World. Paris: International Commission on Large Dams (ICOLD).

2. Seismic response analysis method of offshore site based on the seismic wave input technique of hybrid wave field;Bao X.;Acta Seismol. Sin.,2022

3. Influence on seismic response of high concrete face rockfill dams due to obliquely incident seismic waves;Cen W. J.;Chin. Earthquake Eng. J.,2015

4. Spatial Estimation of Material Parameters and Refined Finite-Element Analysis of Rockfill Dam Based on Construction Digitization

5. Response of Earth Dams in Semicylindrical Canyons to Oblique SH Waves

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