Seismic Behavior of Earth Dams with Different Reservoir Water Levels Under Near-Field and Far-Field Earthquakes

Author:

Asadi Masoud1,Soltani Fazlollah1,Sivandi-Pour Abbas1,Farsangi Ehsan Noroozinejad1

Affiliation:

1. Graduate University of Advanced Technology , Kerman , Iran

Abstract

Abstract The height of reservoir water is one of the important factors affecting the seismic behaviour of earth dams. A large number of earth dams have been constructed in different countries that are sometimes located in a high-risk geographical zone. The studies on the seismic behaviour of earth dams have been conducted for several decades. However, this study, considering the importance of the subject, it investigates the seismic behaviour of Sumbar rock-fill embankment dam under near- and far-field earthquakes with variation in the water level behind the dam. The ratio of water height of the dam to dam height is considered as an important indicator to investigate the seismic performance of these structures. The analyses were performed using the ABAQUS finite element platform, under 7 near-field and 7 far-field earthquake records. In this research, the changes in dam stresses, displacements, and failure of the dam have been discussed. The results indicated that the effect of near-field earthquakes on the seismic behaviour of earth dams is more significant than far-field earthquakes.

Publisher

Walter de Gruyter GmbH

Subject

General Medicine

Reference23 articles.

1. 1. Ahmadi, A and Kavouszadeh, A 2007. Influence of rock bed slope on the magnitude of water leakage in earth dams body, 2nd International Conference on Civil Engineering, Architecture and Crisis Management, Tehran, Allameh Majlesi University.

2. 2. Ebrahimian, B and Vafaian, M 2007. Evaluation of earth dam behaviour against earthquake with respect to dam height and its behavioural model. Numerical Methods in Engineering 26(1),27-47.

3. 3. Eghtesadi Mojarrad, A, Rahmani, K and Pirooti, S 2007. Investigating the Stability of Earthquake Shock Impacts by Near-Earthquakes, Third International Annual Conference on Civil, Architecture and Urban Planning, Shiraz, Kharazmi Institute of Science and Technology.

4. 4. Hussainler, M and Dini, M 2006. Investigation of Nuclear Slope Impact for Earthquake Stability, 4th International Congress on Civil, Architecture and Urban Development, Tehran, Permanent Secretariat of Conference, Shahid Beheshti University.

5. 5. Roozbehbani, A, Lohrasbi, A and Najarchi, M 2007. Analysis of Stability of Non-Homogeneous Dams Using Geostudio Software, First National Conference on New Approaches in Civil Engineering, Architecture and Urban Planning, Khorramabad, Islamic Azad University Khorramabad unit.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3