Experimental investigation on the damping characteristics in dry and saturated sands

References

• Al-Azawi, T. K., R. K. Al-Azawi, and Z. K. Al-Jaberi. 2006. Stiffness and damping properties of embedded machine foundation. Journal of Engineering University of Baghdad, 12 (2):429–43.
   Google Scholar
• Al-Homoud, A. S, and O. N. Al-Maaitah. 1996. An experimental investigation of vertical vibration of model footings on sand. Soil Dynamics and Earthquake Engineering 15 (7):431–45. doi:10.1016/0267-7261(96)00023-1.
   Web of Science ®Google Scholar
• Ali, A. F., M. Y. Fattah, and B. A. Ahmed. 2018. Response of circular footing on dry dense sand to impact load with different embedment depths. Earthquakes and Structures 14 (4):323–36. doi:10.12989/eas.2018.14.4.000.
   Web of Science ®Google Scholar
• Al-Mosawe, M. J., M. Y. Fattah, and A. F. I. Al-Ameri. 2015. Effect of saturation of sandy soil on the displacement amplitude of soil foundation system under vibration. Journal of Engineering, College of Engineering, University of Baghdad 21 (2):20–36.
   Google Scholar
• Amick, H, and M. Gendreau. 2000. Construction vibrations and their impact on vibration-sensitive facilities. Paper presented at ASCE Construction Congress 6, Orlando, Florida, February 22, 758–767.
   Google Scholar
• Amick, H. 1999. A frequency-dependent soil propagation model. Presented at the Conference on Optomechanical Engineering and Vibration Control, Denver, SPIE Proc. Vol. 3786, 72–80.
   Google Scholar
• Ashmawy, A. K., R. Salgado, S. Guha, and V. P. Drnevich. 1995. Soil damping and its use in dynamic analyses. Third International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Apri1 2–7, Volume I, St. Louis, Missouri, 35–41.
   Google Scholar
• ASTM—200. Book of standards, American society for testing and materials.
   Google Scholar
• Bhandari, P. K, and A. Sengupta. 2014. Dynamic analysis of machine foundation. International Journal of Innovative Research in Science, Engineering and Technology 3 (Special Issue 4):169–76.
   Google Scholar
• Chowdhury, I, and S. Dasgupta. 2009. Dynamics of structure and foundation: A unified approach,” London: CRC Press-Balkema.
   Google Scholar
• Clough, R. W, and J. Penzien. 2003. Dynamics of structures. New York, NY, USA: McGraw-Hill.
   Google Scholar
• Fattah, M. Y, and F. S. Mustafa. 2017. Development of excess pore water pressure around piles excited by pure vertical vibration. International Journal of Civil Engineering 15 (6):907–20. doi:10.1007/s40999-016-0073-7.
   Google Scholar
• Fattah, M. Y., M. J. Al-Mosawi, and A. F. I. Al-Ameri. 2017. Dynamic response of saturated soil – foundation system acted upon by vibration. Journal of Earthquake Engineering 21 (7):1158–88. doi:10.1080/13632469.2016.1210060.
   Web of Science ®Google Scholar
• Fattah, M. Y., N. M. Salim, and W. T. Al-Shammary. 2015. Effect of embedment depth on response of machine foundation on saturated sand. Arabian Journal for Science and Engineering 40 (11):3075–98. doi:10.1007/s13369-015-1793-8.
   Web of Science ®Google Scholar
• Garnier, J. 2002. Properties of soil samples used in centrifuge models. International Conference Physical Modeling in Geotechnics. ICPMG '02. Proceedings of the International Conference, St John's, Newfoundland, Canada, 10–12 July 2002, 5–19.
   Google Scholar
• Kim, Y. S., K. Miura, S. Miura, and M. Nishimura. 2001. Vibration characteristics of rigid body placed on sand ground. Soil Dynamics and Earthquake Engineering 21 (1):19–37. doi:10.1016/S0267-7261(00)00077-4.
   Web of Science ®Google Scholar
• Kostas, S., A. Anastasios, and P. Kyriazis. 2012. The small-strain Shear modulus and damping ratio of quartz and volcanic sands. Geotechnical Testing Journal 2012 (6):35. doi:10.1520/GTJ20120073.
   Google Scholar
• Lazan, B. J. 1968. Damping of materials and members in structural mechanics. Oxford: Pergamon Press,.
   Google Scholar
• Livaoglu, R, and A. Dogangun. 2007. Effect of foundation embedment on seismic behavior of elevated tanks considering fluid–structure-soil interaction. Soil Dynamics and Earthquake Engineering 27 (9):855–63. doi:10.1016/j.soildyn.2007.01.008.
   Web of Science ®Google Scholar
• Madhusudhan, B. N, and K. Senetakis. 2016. Evaluating use of resonant column in flexural mode for dynamic characterisation of Bangalore sand. Soils and Foundations 56 (3):574–80. doi:10.1016/j.sandf.2016.04.021.
   Web of Science ®Google Scholar
• Mandal, J. J, and S. Roychowdhury. 2008. Response of rectangular raft foundations under transient loading. Proceedings, 12th International Conference of International Association for Computer Methods and Advanced in Geomechanis (IACMAG), India, 524–30.
   Google Scholar
• Payan, M., K. Senetakis, A. Khoshghalb, and N. Khalili. 2016. Influence of particle shape on small-strain material damping of dry sand. Géotechnique 66 (7):610–6. doi:10.1680/jgeot.15.T.035.
   Web of Science ®Google Scholar
• Popescu, R., J. H. Prevost, G. Deodatis, and P. Chakrabortty. 2006. Dynamics of nonlinear porous media with applications to soil liquefaction. Soil Dynamics and Earthquake Engineering 26 (6-7):648–65. doi:10.1016/j.soildyn.2006.01.015.
   Web of Science ®Google Scholar
• Prakash, S, and K. V. Puri. 2006. Foundation for vibrating machines. Special Issue, of the Journal of Structural Engineering, SERC, and Madras India 1–38.
   Google Scholar
• Turner, J. R, and F. H. Kulhawy. 1987. Experimental analysis of drilled foundations subjected to repeated axial loads under drained conditions, Report EL-S32S, Palo Alto, California: Electric Power Research Institute.
   Google Scholar
• Wiss, J. F. 1967. Damage effects of pile driving vibration. Highway Research Board Record (155):14–20.
   Google Scholar
• Zhenzhong, W. U. 2014. Measuring Dynamic Properties of Wind Turbine Foundation Soil in Resonant Column—Issues and Challenges. M.Sc. Thesis., Civil and Environmental Engineering at the University of Wisconsin—Madison, United States.
   Google Scholar