293
Views
6
CrossRef citations to date
0
Altmetric
Articles

Experimental and numerical investigations on attenuation response of machine foundations under vertical excitation

& ORCID Icon
Pages 1865-1886 | Received 07 Feb 2021, Accepted 08 Sep 2021, Published online: 23 Sep 2021

References

  • Aboudi, J., 1973. Elastic waves in half-space with thin barrier. Journal of the Engineering Mechanics Division, 99 (1), 69–83. doi:10.1061/JMCEA3.0001730
  • Ahmad, S. and Al Hussaini, T.M., 1991. Simplified design for vibration screening by open and in-filled trenches. Journal of Geotechnical Engineering, 117 (1), 67–88. doi:10.1061/(ASCE)0733-9410(1991)117:1(67)
  • Alzawi, A. and El Naggar, M.H., 2011. Full scale experimental study on vibration scattering using open and in-filled (GeoFoam) wave barriers. Soil Dynamics and Earthquake Engineering, 31 (3), 306–317. doi:10.1016/j.soildyn.2010.08.010
  • ASTM D 2487-06e1, 2006. Standard practice for classification of soils for engineering purposes (unified soil classification system), annual book of ASTM standards. West Conshohocken, PA: ASTM International.
  • Athanasopoulos, G.A., Pelekis, P.C., and Anagnostopoulos, G.A., 2000. Effect of soil stiffness in the attenuation of Rayleigh-wave motions from field measurements. Soil Dynamics and Earthquake Engineering, 19 (4), 277–288. doi:10.1016/S0267-7261(00)00009-9
  • Auersch, L. and Said, S., 2010. Attenuation of ground vibrations due to different technical sources. Earthquake Engineering and Engineering Vibration, 9 (3), 337–344. doi:10.1007/s11803-010-0018-0
  • Baidya, D.K. and Muralikrishna, G., 2001. Investigation of resonant frequency and amplitude of vibrating footing resting on a layered soil system. Geotechnical Testing Journal, 24 (4), 409–417. doi:10.1520/GTJ11138J
  • Baidya, D.K., Muralikrishna, G., and Pradhan, P.K., 2006. Investigation of foundation vibrations resting on a layered soil system. Journal of Geotechnical and Geoenvironmental Engineering, 132 (1), 116–123. doi:10.1061/(ASCE)1090-0241(2006)132:1(116)
  • Balan, K., Jaya, V., and Arun, C., 2016. Prediction of ground vibrations produced in DMC type of piling through soft and hard strata. Indian Geotechnical Journal, 46 (1), 45–55. doi:10.1007/s40098-015-0149-3
  • Beygi, M., Vali, R., and Keshavarz, A., 2020. Pseudo-static bearing capacity of strip footing with vertical skirts resting on cohesionless slopes by finite element limit analysis. Geomechanics and Geoengineering, 1–14. doi:10.1080/17486025.2020.1794058.
  • Binesh, S.M. and Raei, S., 2014. Upper bound limit analysis of cohesive soils using mesh-free method. Geomechanics and Geoengineering, 9 (4), 265–278. doi:10.1080/17486025.2014.887229
  • Bose, T., et al. 2018. Efficiency of open and infill trenches in mitigating ground-borne vibrations. Journal of Geotechnical and Geoenvironmental Engineering, 144 (8), 04018048. doi:10.1061/(ASCE)GT.1943-5606.0001915
  • Building Seismic Safety Council (BSSC), 2003. National Earthquake Hazard Reduction Program (NEHRP) recommended provisions for seismic regulations for new buildings and other structures-part 1: provisions. Washington, DC: Federal Emergency Management Agency.
  • Chatterjee, K. and Choudhury, D., 2013. Variations in shear wave velocity and soil site class in Kolkata city using regression and sensitivity analysis. Natural Hazards, 69 (3), 2057–2082. doi:10.1007/s11069-013-0795-7
  • Chen, A., et al. 2019. Ground vibration propagation and attenuation of vibrating compaction. Journal of Vibroengineering, 21 (5), 1342–1352. doi:10.21595/jve.2019.20388
  • Gao, G.Y., Song, J., and Yang, J., 2014. Identifying boundary between near field and far field in ground vibration caused by surface loading. Journal of Central South University, 21 (8), 3284–3294. doi:10.1007/s11771-014-2301-0
  • Ghosh, P., 2010. Seismic uplift capacity of inclined strip anchors in sand using upper bound limit analysis. Geomechanics and Geoengineering, 5 (4), 267–275. doi:10.1080/17486025.2010.492242
  • Kattis, S.E., Polyzos, D., and Beskos, D.E., 1999. Modelling of pile wave barriers by effective trenches and their screening effectiveness. Soil Dynamics and Earthquake Engineering, 18 (1), 1–10. doi:10.1016/S0267-7261(98)00032-3
  • Kim, D.S. and Lee, J.S., 2000. Propagation and attenuation characteristics of various ground vibrations. Soil Dynamics and Earthquake Engineering, 19 (2), 115–126. doi:10.1016/S0267-7261(00)00002-6
  • Kramer, S.L., 1996. Geotechnical Earthquake Engineering. India: Pearson Education.
  • Kumar, V., Vardhan, H., and Murthy, C.S.N., 2020. Multiple regression model for prediction of rock properties using acoustic frequency during core drilling operations. Geomechanics and Geoengineering, 15 (4), 297–312. doi:10.1080/17486025.2019.1641631
  • Lysmer, J. and Kuhlemeyer, R.L., 1969. Finite dynamic model for infinite media. Journal of the Engineering Mechanics Division, 95 (4), 859–878. doi:10.1061/JMCEA3.0001144
  • Lysmer, J.F.E.R. and Richart, F.E., 1966. Dynamic response of footings to vertical loading. Journal of the Soil Mechanics and Foundations Division, 92 (1), 65–91. doi:10.1061/JSFEAQ.0000846
  • Mahdavisefat, E., Salehzadeh, H., and Heshmati, A.A., 2018. Full-scale experimental study on screening effectiveness of SRM-filled trench barriers. Géotechnique, 68 (10), 869–882. doi:10.1680/jgeot.17.P.007
  • Majumder, M., Ghosh, P., and Rajesh, S., 2017. Numerical study on intermittent geofoam in-filled trench as vibration barrier considering soil non-linearity and circular dynamic source. International Journal of Geotechnical Engineering, 11 (3), 278–288. doi:10.1080/19386362.2016.1215781
  • Miller, G.F., Pursey, H., and Bullard, E.C., 1955. On the partition of energy between elastic waves in a semi-infinite solid. Proceedings of the Royal Society of London. Series A, Mathematical and Physical Sciences, 233 (1192), 55–69.
  • Naik, S.P., Patra, N.R., and Malik, J.N., 2014. Spatial distribution of shear wave velocity for late quaternary alluvial soil of Kanpur city, Northern India. Geotechnical and Geological Engineering, 32 (1), 131–149. doi:10.1007/s10706-013-9698-3
  • Qing, J., et al., 2019. In situ evaluation and analysis of improvement effects of pervious concrete pile on alluvial silt ground. Geomechanics and Geoengineering, 16 (3), 212–222. doi:10.1080/17486025.2019.1651404.
  • Ram Chandar, K., et al. 2017. Prediction of peak particle velocity using multi regression analysis: case studies. Geomechanics and Geoengineering, 12 (3), 207–214. doi:10.1080/17486025.2016.1184763
  • Richart, F.E., 1970. Vibrations of soils and foundations. Englewood Cliffs, New Jersey: Prentice Hall. Inc.
  • Saikia, A. and Das, U.K., 2014. Analysis and design of open trench barriers in screening steady-state surface vibrations. Earthquake Engineering and Engineering Vibration, 13 (3), 545–554. doi:10.1007/s11803-014-0261-x
  • Stolarik, M., Pinka, M., and Nedoma, J., 2019. Ground-borne vibration due to construction works with respect to brownfield areas. Applied Sciences, 9 (18), 3766. doi:10.3390/app9183766
  • Swain, A. and Ghosh, P., 2015. Experimental study on dynamic interference effect of two closely spaced machine foundations. Canadian Geotechnical Journal, 53 (2), 196–209. doi:10.1139/cgj-2014-0462
  • Swain, A. and Ghosh, P., 2019. Determination of viscoelastic properties of soil and prediction of static and dynamic response. International Journal of Geomechanics, 19 (7), 04019072. doi:10.1061/(ASCE)GM.1943-5622.0001456
  • Venkateswarlu, H. and Hegde, A., 2020. Isolation prospects of geosynthetics reinforced soil beds subjected to vibration loading: experimental and analytical studies. Geotechnical and Geological Engineering, 38 (6), 6447–6465. doi:10.1007/s10706-020-01447-7
  • Woods, R.D. and Jedele, L.P., 1985, October. Energy—Attenuation relationships from construction vibrations. In Vibration problems in geotechnical engineering, ASCE, 229–246.
  • Yang, Y.B. and Hung, H.H., 1997. A parametric study of wave barriers for reduction of train‐induced vibrations. International Journal for Numerical Methods in Engineering, 40 (20), 3729–3747. doi:10.1002/(SICI)1097-0207(19971030)40:20<3729::AID-NME236>3.0.CO;2-8
  • Zerwer, A., Cascante, G., and Hutchinson, J., 2002. Parameter estimation in finite element simulations of Rayleigh waves. Journal of Geotechnical and Geoenvironmental Engineering, 128 (3), 250–261. doi:10.1061/(ASCE)1090-0241(2002)128:3(250)
  • Zidan, A.F., 2019. Finite element analysis of cyclic behaviour of laterally loaded pile influenced by vertical and biaxial loading. Geomechanics and Geoengineering, 16 (5), 379–392. doi:10.1080/17486025.2019.1680874.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.