Wave Propagation Attenuation and Threshold Strains of Fully Saturated Soils with Intraparticle Voids
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 2
Abstract
The prediction of ground response against wave propagation is essential for construction materials and the safe design of civil engineering infrastructures, such as, embankments, retaining walls, or foundations subjected to machine vibrations. For ground response analysis studies, the shear modulus and material damping, which are expressed as a function of shear strain, are the important properties of soils. The volumetric threshold strain is also a key property in order to evaluate possible permanent deformations or substantial increase in pore water pressure in saturated soils during dynamic loading. The paper presents dynamic test data derived from resonant column experiments on volcanic granular soils which are characterized by low unit weight and weak grains of intraparticle voids. These materials can be used as potential lightweight backfill in retaining walls or other applications with a demand in reduction of vertical or horizontal stresses to the ground and structural facilities. Additional experiments on quartz sands were conducted for comparison. The volcanic soils had much lower small-strain shear modulus than that of quartz sands and higher linearity in the range of medium strains, by means of normalized stiffness and material damping curves. The elastic and volumetric thresholds were shifted to larger strains for the volcanic soils in comparison to the quartz sands. Different prevailed micromechanisms possibly contributed to these observed trends.
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Acknowledgments
The authors would like to thank the anonymous reviewers for their constructive comments and their detailed suggestions which helped us to improve the quality of the paper.
References
Anastasiadis, A., Senetakis, K., Pitilakis, K., Gargala, C., and Karakasi, I. (2012). “Dynamic behavior of sand/rubber mixtures. Part I: Effect of rubber content and duration of confinement on small-strain shear modulus and damping ratio.” J. ASTM Int., 9(2), 103680.
ASTM. (2000a). “Standard test methods for maximum index density and unit weight of soils using a vibratory table” D4253-00, West Conshohocken, PA.
ASTM. (2000b). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” D4254-00, West Conshohocken, PA.
ASTM. (2002). “Standard test methods for specific gravity of soil solids by water pycnometer.” D854-02, West Conshohocken, PA.
Bommer, J. J., Rolo, R., Mitroulia, A., Berdousis, P. (2002). “Geotechnical properties and seismic slope stability of volcanic soils.” 12th European Conf. on Earthquake Engineering, Elsevier Science, London.
Cascante, G., and Santamarina, C. (1996). “Interparticle contact behavior and wave propagation.” J. Geotech. Geoenviron. Eng., 831–839.
Cho, G.-C., Dodds, J., and Santamarina, C. (2006). “Particle shape on packing density, stiffness, and strength.” J. Geotech. Geoenviron. Eng., 591–602.
Chung, R., Yokel, F., and Drnevich, V. (1984). “Evaluation of dynamic properties of sands by resonant column testing.” Geotech. Test. J., 7(2), 60–69.
Drnevich, V., Hall, J., and Richart, F. (1967). “Effects of amplitude of vibration on the shear modulus of sand.” Proc., Int. Symp. on Wave Propagation and Dynamic Properties of Earth Materials, NM, 189–199.
Hardin, B. (1965). “Dynamic vs. static shear modulus for dry sand.” Materials research and standards, ASTM, West Conshohocken, PA, 232–235.
Hardin, B., and Richart, F. (1963). “Elastic wave velocities in granural soils.” J. Soil Mech. Found., 89(1), 33–65.
Hsu, C.-C., and Vucetic, M. (2004). “Volumetric threshold shear strain for cyclic settlement.” J. Geotech. Geoenviron. Eng., 58–70.
Jamiolkowski, M., Leroueil, S., and Lo Priesti, D. (1991). “Design parameters from theory to practice.” Proc., Int. Conf. on Geotechnical Engineering for Coastal Development: Geo-Coast 1991, Coastal Development Institute of Technology, Yokohama, Japan, 877–917.
Kawamura, S., and Miura, S. (2013). “Rainfall-induced failures of volcanic slopes subjected to freezing and thrawing.” Soils Found., 53(3), 443–461.
Madhusudhan, B. N., and Kumar, J. (2013). “Damping of sands for varying saturation.” Geotech. Geoenviron. Eng., 1625–1630.
Menq, F.-Y. (2003). “Dynamic properties of sandy and gravelly soils.” Ph.D. dissertation, Univ. of Texas at Austin, Austin, TX.
Orense, R. P., Zapanta, A., Hata, A., and Towhata, I. (2006). “Geotechnical characteristics of volcanic soils taken from recent eruptions.” J. Geotech. Geol. Eng., 24(1), 129–161.
O’Rourke, T. D., and Crespo, E. (1988). “Geotechnical properties of cemented volcanic soil.” J. Geotech. Eng., 1126–1147.
Pender, M. J., Wesley, L. D., Larkin, T. J., Pranjoto, S. (2006). “Geotechnical properties of a pumice sand.” Soils Found., 46(1), 69–81.
Santamarina, C., and Cascante, G. (1996). “Stress anisotropy and wave propagation: A micromechanical view.” Can. Geotech. J., 33(5), 770–782.
Santamarina, C., and Cascante, G. (1998). “Effect of surface roughness on wave propagation parameters.” Geotech., 48(1), 129–136.
Seed, H., Wong, R., Idriss, I., and Tokimatsu, K. (1986). “Moduli and damping factors for dynamic analysis of cohesionless soils.” J. Geotech. Eng., 1016–1032.
Senetakis, K. (2011). “Dynamic properties of granular soils and mixtures of typical sands and gravels with recycled synthetic materials.” Ph.D. dissertation, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, Greece (in Greek).
Senetakis, K., Anastasiadis, A., and Pitilakis, K. (2012a). “The small-strain shear modulus and damping ratio of quartz and volcanic sands.” Geotech. Test. J., 35(6), 20120073.
Senetakis, K., Anastasiadis, A., and Pitilakis, K. (2013a). “Normalized shear modulus reduction and damping ratio curves of quartz sand and rhyolitic crushed rock.” Soils Found., 53(6), 879–893.
Senetakis, K., Anastasiadis, A., Pitilakis, K., and Coop, M. (2013b). “The dynamics of a pumice granular soil in dry state under isotropic resonant column testing.” Soil Dyn. Earthquake Eng., 45, 70–79.
Senetakis, K., Anastasiadis, A., Pitilakis, K., and Souli, A. (2012b). “Dynamic behavior of sand/rubber mixtures. Part II: Effect of rubber content on G/Go-γ-DT curves and volumetric threshold strain.” J. ASTM Int., 9(2), 103711.
Senetakis, K., Coop, M., and Todisco, M. C. (2013c). “The tangential load-deflection behaviour at the contacts of soil particles.” Geotech. Lett., 3(2), 59–66.
Vucetic, M. (1994). “Cyclic threshold shear strains in soils.” J. Geotech. Eng, 2208–2228.
Wesley, L. (2003). “Geotechnical properties of two volcanic soils.” Proc., New Zealand Geotechnical Society Symp., Tauranga, New Zealand.
Wichtmann, T., and Triantafyllidis, T. H. (2009). “Influence of the grain-size distribution curve of quartz sand on the small strain shear modulus Gmax.” J. Geotech. Geoenviron. Eng., 1404–1418.
Yimsiri, S., and Soga, K. (2000). “Micromechanics-based stress-strain behaviour of soils at small strains.” Geotech., 50(5), 559–571.
Zhang, J., Andrus, R., and Juang, C. (2005). “Normalized shear modulus and material damping ratio relationships.” J. Geotech. Geoenviron. Eng., 453–464.
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Published In
Journal of Materials in Civil Engineering
Volume 28 • Issue 2 • February 2016
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Oct 7, 2014
Accepted: Apr 27, 2015
Published online: Jul 16, 2015
Discussion open until: Dec 16, 2015
Published in print: Feb 1, 2016
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