Review on Dynamic Behaviour of Earth Dam and Embankment During an Earthquake

被引:21
作者
Gordan, Behrouz [1 ]
Raja, Mohammad Asif [2 ]
Armaghani, Danial Jahed [3 ]
Adnan, Azlan [1 ]
机构
[1] Univ Technol Malaysia, Engn Seismol & Earthquake Engn Res Grp eseer, Skudai 81310, Johor, Malaysia
[2] Natl Taiwan Univ, Grad Inst Civil Engn, Dept Civil Engn, Taipei, Taiwan
[3] Univ Malaya, Fac Engn, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
关键词
Earth dam; Earthquake; Numerical analysis; Seismic cracks; Acceleration; Displacement; SLOPE STABILITY ANALYSIS; SEISMIC RESPONSE; PREDICTION; INSTABILITY; VIBRATIONS; STRENGTH; MACHINE; SAFETY; MODEL; FEM;
D O I
10.1007/s10706-021-01919-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The earth dam analysis under the strong seismic load like a destructive earthquake is one of the major topics with respect to the dynamical assessment. Damage control and the structural behaviour during an earthquake is a very important issue for an earthen dam. In this study, a comprehensive review is presented based on literature for dynamic analysis of earth dams. In this context, some significant factors are discussed such as plane stress, plane strain, data monitoring, application of finite-element method or finite-difference method, reinforcement, free vibration analysis, seismic cracks, liquefaction on dams, utilization of shaking table and centrifuge tests based on the small-scale physical modelling in order to validate any numerical analysis. To explain these parameters, case studies are discussed. It is observed that the earth dam structures had the integrated response to increasing the acceleration or displacement at the crest. Consequently, the interaction between the dam and reservoir also the foundation was a very effective factor to establish the nonlinear behaviour. It seems that the reinforced techniques are an essential approach to improve the structural response during an earthquake.
引用
收藏
页码:3 / 33
页数:31
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