3-D Seismic Response Analysis Methods of High Core Rockfill Dams

JingKui Zhang; Liaojun Zhang

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3-D Seismic Response Analysis Methods of High Core Rockfill Dams

机译：高芯堆石坝3-D地震响应分析方法

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摘要

Based on dynamic triaxial test data of dam materials, a dynamic constitutive model is suggested. Combining with construction of a high core rock-fill dam, several key issues, such as dam seismic response, seismic slope stability, dam permanent deformation, filter layer anti-liquefaction, and dynamic strength of the core wall are analyzed using 3-D dynamic effective stress analysis method. Some useful conclusions and regularity are obtained in aspects of seismic response and anti-seismic properties. The analysis method and conclusions could be referred to the analogous engineering.

机译：基于大坝材料的动态三轴试验数据，提出了动态本构模型。结合高芯堆石坝的建设，利用3-D动力分析方法对坝体地震响应，地震边坡稳定性，坝体永久变形，滤层抗液化和墙体动态强度等几个关键问题进行了分析。有效的应力分析方法。在地震响应和抗震特性方面获得了一些有用的结论和规律性。分析方法和结论可参考类似工程。

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来源
《Arabian Journal for Science and Engineering》 |2013年第4期|839-848|共10页
作者
JingKui Zhang; Liaojun Zhang;
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作者单位

Anhui and Huaihe River Institute of Hydraulic Research,233000 Bengbu, China;

College of Water Conservancy and Hydropower Engineering,Hohai University, 210098 Nanjing, China;

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收录信息美国《科学引文索引》(SCI);
原文格式 PDF
正文语种 eng
中图分类
关键词
high core rock-fill dam; 3-d dynamic analysis; stability; permanent deformation; liquefaction;

机译：高芯堆石坝;3-d动态分析;稳定性;永久变形液化;

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1. Response surface and genetic method of deformation back analysis for high core rockfill dams [J] . Guo Qinqin, Pei Liang, Zhou Zhengjun, Computers and Geotechnics . 2016,第Apra期

机译：高堆石坝大坝响应面及变形反分析的遗传方法。
2. Response to the discussion on 'Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method' [J] . Bin Xu, Rui Pang, Xanjing Kong Soil Dynamics and Earthquake Engineering . 2018,第Deca期

机译：对“基于广义概率密度演化方法的考虑堆石料应变软化的土石坝坝坡抗震可靠度评估”讨论的回应
3. Response to the discussion on 'Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method' [J] . Bin Xu, Rui Pang, Xianjing Kong Soil Dynamics and Earthquake Engineering . 2018,第Deca期

机译：对“基于广义概率密度演化方法的考虑堆石料应变软化的土石坝坝坡抗震可靠度评估”讨论的回应
4. Seismic Response Analysis Method of High Core Rockfill Dam [C] . Zhang Jingkui, Zhang Liaojun, Di Shengjie International Conference on Recent Trends in Materials and Mechanical Engineering . 2011

机译：高芯堆石坝的地震反应分析方法
5. Seismic analysis of earth-core and concrete-face rockfill dams. [D] . Uddin, Md. Nasim. 1992

机译：土心和混凝土面板堆石坝的地震分析。
6. External Deformation Monitoring and Improved Partial Least Squares Data Analysis Methods of High Core Rock-Fill Dam (HCRFD) [O] . Xiang Cheng, Qingquan Li, Wei Zhou, 2020

机译：高核心堆石坝（HCRFD）的外部变形监测和改进的最小二乘数据分析方法
7. Estimation of Seismically-Induced Crest Settlement of Earth Core Rockfill Dams [O] . 2019

机译：地震诱导的地球岩岩岩泥浆沉降的估算
8. Implementation and Application of 3-D Numerical and Analytical (Modal) ModelingMethods for the Prediction and Analysis of Discriminatory Seismic Signals [R] . Archambeau, C. 1996

机译：三维数值分析（模态）建模方法在判别地震信号预测分析中的实现与应用

3-D Seismic Response Analysis Methods of High Core Rockfill Dams

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