Numerical study on the active vibration isolation by wave impeding block in saturated soils under vertical loading-Reference-Cited by-同舟云学术

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Numerical study on the active vibration isolation by wave impeding block in saturated soils under vertical loading

Published:2017-02 Issue: Volume:93 Page:99-112
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Gao Guangyun,Chen Juan,Gu Xiaoqiang,Song Jian,Li Shaoyi,Li Ning

Funder

Natural Science Foundation of China

Specialized Research Fund for the Doctoral Program of Higher Education of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. Vibration isolation using open or filled trenches Part 2: 3-D homogeneous soil;Dasgupta;Comput Mech,1990

2. Reduction of train-induced building vibrations by using open and filled trenches;Adam;Comput Struct,2005

3. Three-dimensional analysis of rows of piles as passive barriers for ground vibration isolation;Gao;Soil Dyn Earthq Eng,2006

4. Three-dimensional analysis of the screening effectiveness of hollow pile barriers for foundation-induced vertical vibration;Tsai;Comput Geotech,2008

5. Propagation of vibration in a soil layer over bedrock;Chouw;Eng Anal Bound Elem,1991

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