3D Analyses of Open Trench Barriers Filled with Water

被引:29
作者
Ju, S. H. [1 ]
Li, H. C. [1 ]
机构
[1] Natl Cheng Kung Univ, Dept Civil Engn, Tainan 70101, Taiwan
关键词
Experiment; Finite-element analysis; Open trench; Soil; Three-dimensional; Water trench; Wave; TRAIN-INDUCED VIBRATIONS; ACTIVE ISOLATION; WAVE BARRIERS; MACHINE FOUNDATIONS; SOIL MEDIA; REDUCTION; BEM;
D O I
10.1061/(ASCE)GT.1943-5606.0000530
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study uses three-dimensional time-domain finite-element analyses to study the isolation efficiency of open trenches filled with various levels of water. The trench is generated along the X direction, the trench thickness is in the Y direction, and negative gravity is in the Z direction. First, the finite-element model is validated by using field experiments for a full water trench with results in good agreement. A parametric study from finite-element analyses indicates that the efficiency of the water trench is similar to or sometimes better than that of the open trench for X- and Z-direction waves. However, the water trench is not efficient for isolating the Y-direction wave, because the Y-direction wave passing through the water trench is similar to a compressive wave that is difficult to reduce in water. DOI: 10.1061/(ASCE)GT.1943-5606.0000530. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:1114 / 1120
页数:7
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