The effect of viscosity of saturated soil on the surface wave attenuation by periodic in-filled trench
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[1] Z. Shi,et al. A new artificial boundary condition for numerical simulation of elastic waves , 2022, Soil Dynamics and Earthquake Engineering.
[2] T. Rabczuk,et al. Propagation and attenuation of Rayleigh and pseudo surface waves in viscoelastic metamaterials , 2021 .
[3] Z. Shi,et al. Broadband surface wave attenuation in periodic trench barriers , 2020 .
[4] Zhibao Cheng,et al. Vibration mitigation in saturated soil by periodic pile barriers , 2020 .
[5] Z. Shi,et al. Periodic pile barriers for Rayleigh wave isolation in a poroelastic half-space , 2019, Soil Dynamics and Earthquake Engineering.
[6] Z. Shi,et al. Propagation Attenuation of Plane Waves in Saturated Soil by Pile Barriers , 2017 .
[7] Z. Shi,et al. Surface-wave attenuation zone of layered periodic structures and feasible application in ground vibration reduction , 2017 .
[8] Geert Lombaert,et al. Efficacy of a sheet pile wall as a wave barrier for railway induced ground vibration , 2016 .
[9] C. M. Torres,et al. Finite element analysis of true and pseudo surface acoustic waves in one-dimensional phononic crystals , 2016 .
[10] Ping Xu,et al. Several rows of piles as barriers to isolate shear waves in saturated soils , 2016 .
[11] Utpal Kumar Das,et al. Analysis and design of open trench barriers in screening steady-state surface vibrations , 2014, Earthquake Engineering and Engineering Vibration.
[12] Guangyun Gao,et al. Investigation of ground vibration due to trains moving on saturated multi-layered ground by 2.5D finite element method , 2012 .
[13] Gao Guang-yun,et al. Semi-analytical boundary element method in saturated soil and its application to analysis of double row of piles as passive barriers , 2010 .
[14] Jian-Hua Wang,et al. Numerical analysis of isolation of the vibration due to moving loads using pile rows , 2009 .
[15] G. Gao,et al. Three-dimensional analysis of rows of piles as passive barriers for ground vibration isolation , 2006 .
[16] Demosthenes Polyzos,et al. Vibration isolation by a row of piles using a 3‐D frequency domain BEM , 1999 .
[17] Demosthenes Polyzos,et al. Modelling of pile wave barriers by effective trenches and their screening effectiveness , 1999 .
[18] S. Ahmad,et al. Active isolation of machine foundations by in-filled trench barriers , 1996 .
[19] Ioannis Vardoulakis,et al. Vibration isolation using open or filled trenches Part 2: 3-D homogeneous soil , 1990 .
[20] Dimitri E. Beskos,et al. Vibration isolation using open or filled trenches , 1986 .
[21] M. Biot. Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range , 1956 .