Ground-borne noise and vibrations in buildings induced by pile driving: An integrated approach

Abstract The use of pile driving techniques in urban environments demands accurate methods to predict and mitigate the potential discomfort of residents of neighboring buildings. In this context, a numerical model to predict ground-borne noise and vibrations in buildings induced by pile driving is proposed in the present paper. The model is based on a sub-structuring approach, in which the entire propagation medium is considered, from the vibration source to the receiver. The pile-ground domain is simulated by an equivalent linear FEM-PML approach formulated under axisymmetric conditions taking into account the pile-hammer interaction. The building simulation is performed using a 3D FEM approach, adequately adapted to include the soil-structure interaction, while the acoustic field induced by the structural vibration is analysed using a 3D MFS model. The levels of ground-borne noise and vibration inside the building resulting from pile driving are assessed through an application example, clearly showing the potential of the proposed methodology.

[1]  J. Lysmer,et al.  FLUSH - a computer program for approximate 3-D analysis of soil-structure interaction problems , 1975 .

[2]  V. Drnevich,et al.  Shear Modulus and Damping in Soils: Measurement and Parameter Effects (Terzaghi Leture) , 1972 .

[3]  Rui Calçada,et al.  Experimental validation of a simplified soil-structure interaction approach for the prediction of vibrations in buildings due to railway traffic , 2020 .

[4]  António Tadeu,et al.  A three-dimensional acoustics model using the method of fundamental solutions , 2008 .

[5]  Hyo Seon Park,et al.  Low-frequency impact sound transmission of floating floor: Case study of mortar bed on concrete slab with continuous interlayer , 2015 .

[6]  Amir M. Halabian,et al.  Effect of non-linear soil–structure interaction on seismic response of tall slender structures , 2002 .

[7]  Filipe Magalhães,et al.  Experimental validation of a FEM-MFS hybrid numerical approach for vibro-acoustic prediction , 2018, Applied Acoustics.

[8]  Geert Degrande,et al.  The influence of dynamic soil–structure interaction on traffic induced vibrations in buildings , 2007 .

[9]  Fulop Augusztinovicz,et al.  Numerical modelling of ground-borne noise and vibration in buildings due to surface rail traffic , 2007 .

[10]  J.A.F. Santiago,et al.  SOME OBSERVATIONS ON THE BEHAVIOR OF THE METHOD OF FUNDAMENTAL SOLUTIONS IN 3D ACOUSTIC PROBLEMS , 2012 .

[11]  Colin G. Gordon Generic criteria for vibration-sensitive equipment , 1992, Other Conferences.

[12]  I. Ishibashi,et al.  UNIFIED DYNAMIC SHEAR MODULI AND DAMPING RATIOS OF SAND AND CLAY , 1993 .

[13]  Geert Lombaert,et al.  Prediction of free field vibrations due to pile driving using a dynamic soil–structure interaction formulation , 2007 .

[14]  Christian Madshus,et al.  Simulating low frequency sound transmission through walls and windows by a two-way coupled fluid structure interaction model , 2017 .

[15]  Rui Calçada,et al.  Numerical modeling of vibrations induced by railway traffic in tunnels: From the source to the nearby buildings , 2014 .

[16]  Rui Calçada,et al.  Influence of soil non-linearity on the dynamic response of high-speed railway tracks , 2010 .

[17]  Bengt H. Fellenius,et al.  Ground Vibrations Induced by Impact Pile Driving , 2008 .

[19]  Geert Lombaert,et al.  VALIDATION OF A SOURCE-RECEIVER MODEL FOR ROAD TRAFFIC-INDUCED VIBRATIONS IN BUILDINGS. I: SOURCE MODEL , 2004 .

[20]  A. Hamidi,et al.  A numerical model for continuous impact pile driving using ALE adaptive mesh method , 2019, Soil Dynamics and Earthquake Engineering.

[21]  Rui Calçada,et al.  Influence of soil stiffness on building vibrations due to railway traffic in tunnels: Numerical study , 2014 .

[22]  Paulo Amado Mendes,et al.  3D Multi-Domain MFS Analysis of Sound Pressure Level Reduction Between Connected Enclosures , 2011 .

[23]  P. Alves Costa,et al.  Ground-borne vibrations induced by pile driving: Prediction based on numerical approach , 2019, Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications.

[24]  R. Dobry,et al.  Effect of Soil Plasticity on Cyclic Response , 1991 .

[25]  Geert Degrande,et al.  Numerical modeling of free field vibrations due to pile driving using a dynamic soil-structure interaction formulation , 2008 .

[26]  H. Varum,et al.  Mechanical properties characterization of different types of masonry infill walls , 2020, Frontiers of Structural and Civil Engineering.

[27]  Mohammad Mehdi Ahmadi,et al.  Numerical study of ground vibration due to impact pile driving , 2014 .

[28]  Jaime Ramis,et al.  A Numerical MFS Model for Computational Analysis of Acoustic Horns , 2012 .

[29]  Wendy L. Smith,et al.  Quantifying construction vibration effects on daily radiotherapy treatments , 2018, Journal of applied clinical medical physics.

[30]  Barry Gibbs,et al.  Low frequency impact sound transmission in dwellings through homogeneous concrete floors and floating floors , 2011 .

[31]  Geert Degrande,et al.  Prediction of Interior Noise in Buildings Generated by Underground Rail Traffic , 2006 .

[32]  Carl E. Hanson,et al.  Transit Noise and Vibration Impact Assessment , 2006 .

[33]  Eric J. Steward,et al.  Analysis of ground vibrations induced by pile driving and a comparison of vibration prediction methods , 2016 .

[34]  Alain Holeyman,et al.  Pile response and free field vibrations due to low strain dynamic loading , 2008 .

[35]  V. Drnevich,et al.  SHEAR MODULUS AND DAMPING IN SOILS: DESIGN EQUATIONS AND CURVES , 1972 .