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MODEL ANALYSIS OF THE DYNAMIC EFFECTS OF RAILWAY TRAFFIC, DEPENDING ON THE SELECTED DETERMINING FACTORS
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CHEN, Y.-J., CHIU, T.-F. and CHEN, K.-Y. Ground vibration induced by high- speed trains on bridge structures. Noise Notes, Vol. 12, No. 2, pp. 3-8, (2013), ISSN 1475-4738, DOI: 10.1260/1475-4738.12.2.3
ZHAI, W., WEI, K., SONG, X. and SHAO, M. Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dynamics and Earthquake Engineering, Vol.. 72, pp. 24-36, (2015), ISSN: 0267- 7261 DOI: 10.1016/j.soildyn.2015.02.002
LEE, J.-H., LEE, J.-J., CHOI, J.-S. and YUN, Ch.-B. Semi-Analytical Approach to Predict Ground Vibration by Identification of Soil Properties and Train-Transi t Loads. Advances in Structural Engineering, Vol. 15, No. 6, pp. 1013-1022, (2012), ISSN: 1369-4332, DOI: 10.1260/1369-4332.15.6.1013
THACH, P.-N., LIU, H.-L. and KONG, G.-Q. Evaluation of PCC Pile Method in Mitigating Embankmen Vibrations from a High-Speed Train. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 139, No. 12, pp. 2225 – 2228, (2013), ISSN: 1090-0241
KRYLOV, V.V. Control of Traffic-Induced Ground Vibrations by Placing Heavy Masses on the Ground Surface. Low Frequency Noise, Vibration and Active Control, Vol. 26, No. 4, pp. 311 – 320, (2007), ISSN: 0263-0923, DOI: 10.1260/026309207783571361
GAO, G., LI, N. and GU, X. Field experiment and numerical study on active vibration isolation by horizontal blocks in layered ground under vertical loading. Soil Dynamics and Earthquake Engineering, Vol. 69, pp. 251 –261, (2015), ISSN: 0267-7261, DOI: 10.1016/j.soildyn.2014.11.006
ZOCCALI, P., CANTISANI, G. and LOPRENCIPE, G. Ground-vibrations induced by trains: Filled trenches mitigation capacity and length influence. Construction and Building Materiále, Vol. 74, pp. 1 -8, (2015), ISSN: 0950-0618, DOI: 10.1016/j.conbuildmat.2014.09.083
PETŘÍK, T., HRUBEŠOVÁ, E., STOLÁRIK, M. and PINKA, M. Param etric Study on the Effect of Soil to Oscilation Velocity, Transaction of the VŠB – Technical University of Ostrava, Civil Engineering Series. Volume XII, Issue 2, Pages 123-131, (2013) ISSN (Online) 1804-48 -24, ISSN (Print) 1213-1962, DOI: 10.2478/v10160-012-0026-2
STOLÁRIK, M. Modeling of Vibration Effect within Small Distances, Acta Geodynamica Et Geomaterialia , Vol. 5, No. 2 (150), pp. 137 –146 (2008), Praha, ISSN 1214-9705.
PETŘÍK, T., HRUBEŠOVÁ, E. and LEDNICKÁ M., A comparison of numerical models results with in-situ measurement of ground vibrations caused by sheet pile driving. Acta Geodynamica Et Geomaterialia, Vol. 9, No. 2 (166), pp. 165-171 (2012), Praha, ISSN 1214-9705.
MIDAS/ GTS 2D Tutorial 14 on http://midasuser.com International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org
CHEN, Y.-J., CHIU, T.-F. and CHEN, K.-Y. Ground vibration induced by high- speed trains on bridge structures. Noise Notes, Vol. 12, No. 2, pp. 3-8, (2013), ISSN 1475-4738, DOI: 10.1260/1475-4738.12.2.3
ZHAI, W., WEI, K., SONG, X. and SHAO, M. Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dynamics and Earthquake Engineering, Vol.. 72, pp. 24-36, (2015), ISSN: 0267- 7261 DOI: 10.1016/j.soildyn.2015.02.002
LEE, J.-H., LEE, J.-J., CHOI, J.-S. and YUN, Ch.-B. Semi-Analytical Approach to Predict Ground Vibration by Identification of Soil Properties and Train-Transi t Loads. Advances in Structural Engineering, Vol. 15, No. 6, pp. 1013-1022, (2012), ISSN: 1369-4332, DOI: 10.1260/1369-4332.15.6.1013
THACH, P.-N., LIU, H.-L. and KONG, G.-Q. Evaluation of PCC Pile Method in Mitigating Embankmen Vibrations from a High-Speed Train. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 139, No. 12, pp. 2225 – 2228, (2013), ISSN: 1090-0241
KRYLOV, V.V. Control of Traffic-Induced Ground Vibrations by Placing Heavy Masses on the Ground Surface. Low Frequency Noise, Vibration and Active Control, Vol. 26, No. 4, pp. 311 – 320, (2007), ISSN: 0263-0923, DOI: 10.1260/026309207783571361
GAO, G., LI, N. and GU, X. Field experiment and numerical study on active vibration isolation by horizontal blocks in layered ground under vertical loading. Soil Dynamics and Earthquake Engineering, Vol. 69, pp. 251 –261, (2015), ISSN: 0267-7261, DOI: 10.1016/j.soildyn.2014.11.006
ZOCCALI, P., CANTISANI, G. and LOPRENCIPE, G. Ground-vibrations induced by trains: Filled trenches mitigation capacity and length influence. Construction and Building Materiále, Vol. 74, pp. 1 -8, (2015), ISSN: 0950-0618, DOI: 10.1016/j.conbuildmat.2014.09.083
PETŘÍK, T., HRUBEŠOVÁ, E., STOLÁRIK, M. and PINKA, M. Param etric Study on the Effect of Soil to Oscilation Velocity, Transaction of the VŠB – Technical University of Ostrava, Civil Engineering Series. Volume XII, Issue 2, Pages 123-131, (2013) ISSN (Online) 1804-48 -24, ISSN (Print) 1213-1962, DOI: 10.2478/v10160-012-0026-2
STOLÁRIK, M. Modeling of Vibration Effect within Small Distances, Acta Geodynamica Et Geomaterialia , Vol. 5, No. 2 (150), pp. 137 –146 (2008), Praha, ISSN 1214-9705.
PETŘÍK, T., HRUBEŠOVÁ, E. and LEDNICKÁ M., A comparison of numerical models results with in-situ measurement of ground vibrations caused by sheet pile driving. Acta Geodynamica Et Geomaterialia, Vol. 9, No. 2 (166), pp. 165-171 (2012), Praha, ISSN 1214-9705.
MIDAS/ GTS 2D Tutorial 14 on http://midasuser.com International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org
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