Efficiency of Open and Infill Trenches in Mitigating Ground-Borne Vibrations

AbstractIn the present-day context, man-made sources of ground-borne vibration are rising at a very rapid rate due to increasing construction work, blasting activities, and rapidly expanding rail a...

[1]  Masahiko Fuyuki,et al.  Finite difference analysis of Rayleigh wave scattering at a trench , 1980 .

[2]  J. Lysmer,et al.  Finite Element Method Accuracy for Wave Propagation Problems , 1973 .

[3]  Kumar Ashutosh,et al.  Seismic Design of Pile Foundation for Oil Tank by using PLAXIS3D , 2015 .

[4]  Coupled boundary and finite element analysis of a special class of two-dimensional problems of the theory of elasticity , 2000 .

[5]  Deepankar Choudhury,et al.  New Method to Compute Seismic Active Earth Pressure on Retaining Wall Considering Seismic Waves , 2014, Geotechnical and Geological Engineering.

[6]  R. Woods.  SCREENING OF SURFACE WAVES IN SOILS , 1968 .

[7]  B. E. Margason,et al.  THE ROLE OF SOIL DYNAMICS IN THE DESIGN OF STABLE TEST PADS , 1965 .

[8]  George D. Manolis,et al.  Shallow Trenches and Propagation of Surface Waves , 1985 .

[9]  R. B. J. Brinkgreve,et al.  Plaxis finite element code for soil and rock analyses , 2002 .

[10]  Zhi-liang Wang,et al.  Numerical analysis of attenuation effect of EPS geofoam on stress-waves in civil defense engineering , 2006 .

[11]  Xiangwu Zeng,et al.  Centrifuge Simulation of Wave Propagation due to Vertical Vibration on Shallow Foundations and Vibration Attenuation Countermeasures , 2005 .

[12]  Mojtaba Shahraki,et al.  3D Modelling of Train Induced Moving Loads on an Embankment , 2014 .

[13]  S. Ahmad,et al.  Active isolation of machine foundations by in-filled trench barriers , 1996 .

[14]  Jerry G. Rose,et al.  Stiffness and Damping Ratio of Rubber-Modified Asphalt Mixes: Potential Vibration Attenuation for High-Speed Railway Trackbeds , 2001 .

[15]  Giovanni Leonardi and Michele Buonsanti,et al.  Reduction of Train-induced Vibrations by using Barriers , 2014 .

[16]  T. M. Al-Hussaini,et al.  DESIGN OF WAVE BARRIERS FOR REDUCTION OF HORIZONTAL GROUND VIBRATION , 1991 .

[17]  Thomas W. May,et al.  The effectiveness of trenches in reducing seismic motion , 1982 .

[18]  Luc Thorel,et al.  Ground vibration isolation with geofoam barriers : Centrifuge modeling , 2009 .

[19]  Min Chongwu.  Reduction of train-induced building vibrations by using in-filled trenches with coupled BEM-FEM method , 2011 .

[20]  Jian-Guo Wang,et al.  Numerical investigation on active isolation of ground shock by soft porous layers , 2009 .

[21]  M. Hesham El Naggar,et al.  Full scale experimental study on vibration scattering using open and in-filled (GeoFoam) wave barriers , 2011 .

[22]  Søren Nielsen,et al.  Reduction of ground vibration by means of barriers or soil improvement along a railway track , 2005 .

[23]  Jacob Aboudi,et al.  Elastic Waves in Half-Space with Thin Barrier , 1973 .

[24]  Yeong-Bin Yang,et al.  A parametric study of wave barriers for reduction of train-induced vibrations , 1997 .

[25]  D. D. Barkan,et al.  Dynamics of Bases and Foundations , 2018 .

[26]  I. Towhata.  Geotechnical Earthquake Engineering , 2008 .

[27]  S. Ahmad,et al.  Simplified design for vibration screening by open and in-filled trenches , 1991 .

[28]  Morteza Esmaeili,et al.  Investigating the Optimized Open V-Shaped Trench Performance in Reduction of Train-Induced Ground Vibrations , 2014 .

[29]  F. E. Richart,et al.  Vibrations of soils and foundations , 1970 .

[30]  K. Massarsch,et al.  Ground Vibration Isolation Using Gas Cushions , 1991 .

[31]  Morteza Esmaeili,et al.  Numerical investigation of the effectiveness of a step-shaped trench in reducing train-induced vibrations , 2014 .

[32]  O. Estorff,et al.  Reduction of train-induced building vibrations by using open and filled trenches , 2005 .

[33]  Demosthenes Polyzos,et al.  Vibration isolation by a row of piles using a 3‐D frequency domain BEM , 1999 .

[34]  Shen-Haw Ju,et al.  Analysis of train-induced vibrations and vibration reduction schemes above and below critical Rayleigh speeds by finite element method , 2004 .

[35]  Deepankar Choudhury,et al.  Development of new prediction model for capacity of combined pile-raft foundations , 2018 .

[36]  Milind Patil,et al.  Soil–structure interaction in a combined pile–raft foundation – a case study , 2017 .