Geomechanics and Engineering

  • 제7권3호
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  • Pages.297-316
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  • 2014
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Effects of silt contents on the static and dynamic properties of sand-silt mixtures

  • Hsiao, Darn H. (Department of Civil Engineering, National Kaohsiung University of Applied Sciences) ;
  • Phan, Vu T.A. (Department of Civil Engineering, National Kaohsiung University of Applied Sciences)
  • 투고 : 2013.12.20
  • 심사 : 2014.06.05
  • 발행 : 2014.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents a detailed study focused on investigating the effects of silt content on the static and dynamic properties of sand-silt mixtures. Specimens with a low-plastic silt content of 0, 15, 30 and 50% by weight were tested in static triaxial, cyclic triaxial, and resonant columns in addition to consolidation tests to determine such parameters as compression index, internal friction angle, cohesion, cyclic stress ratio, maximum shear modulus, normalized shear modulus and damping ratio. The test procedures were performed on specimens of three cases: constant void ratio index, e = 0.582; same peak deviator stress of 290 kPa; and constant relative density, $D_r$ = 30%. The test results obtained for both the constant-void-ratio-index and constant-relative-density specimens showed that as silt content increased, the internal friction angle, cyclic stress ratio and maximum shear modulus decreased, but cohesion increased. In testing of the same deviator stress specimens, both cohesion and internal friction angle were insignificantly altered with the increase in silt content. In addition, as silt content increased, the maximum shear modulus increased. The cyclic stress ratio first decreased as silt content increased to reach the threshold silt content and increased thereafter with further increases in silt content. Furthermore, the damping ratio was investigated based on different silt contents in three types of specimens.

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참고문헌

  1. Amini, F. and Qi, G.Z. (2000), "Liquefaction testing of stratified silty sands", J. Geotech. Geoenviron. Eng., ASCE, 126(3), 208-217. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:3(208)
  2. Belkhatir, M., Arab, A., Della, N., Missoum, H. and Schanz, T. (2010), "Liquefaction resistance of Chlef river silty sand: effect of low plastic fines and other parameter", Acta Polytechnica Hungarica, 7(2), 119-137.
  3. Belkhatir, M., Schanz, T. and Arab, A. (2013), "Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand-silt mixtures", Environ. Earth Sci., 70(6), 2469-2479. https://doi.org/10.1007/s12665-013-2289-z
  4. Cao, Z., Youd, T.L. and Yuan, X. (2011), "Gravelly soils that liquefied during 2008 Wenchuan, Chiana earthquake, Ms = 8.0", Soil Dyn. Earthq. Eng., 31(8), 1132-1143. https://doi.org/10.1016/j.soildyn.2011.04.001
  5. Chang, T.S., Hwang, H. and Ng, K.W. (1989), "Subsurface conditions in memphis and shelby country", Tennessee. NCEER-89-0021, Buffalo, NY, USA.
  6. Holzer, T., Jayko, A.S., Hauksson, E., Fletcher, J.P.B., Noce, T.E., Bennett, M.J., Dietel, C.M. and Hudnut, K.W. (2010), "Liquefaction caused by the 2009 Olancha, California (USA), M5.2 earthquake", Eng. Geol., 116(1), 184-188. https://doi.org/10.1016/j.enggeo.2010.07.009
  7. Ishihara, K., Troncoso, J., Kawase, Y. and Takahashi, Y. (1980), "Cyclic strength characteristics of tailings materials", Soil. Found., 20(4), 127-142. https://doi.org/10.3208/sandf1972.20.4_127
  8. Kim, D., Sagong, M. and Lee, Y. (2005), "Effects of aggregate content on the mechanical properties of the compacted decomposed granitic soils", Construct. Build. Mater., 19(3), 189-196. https://doi.org/10.1016/j.conbuildmat.2004.06.002
  9. Koester, J.P. (1994), "The influence of fines type and content on cyclic strength", Ground Fail. Under Seismic Condit., ASCE, New York, USA, pp. 17-33.
  10. Kokusho, T. (1980), "Cyclic triaxial test of dynamic soil properties for wide strain range", Soil. Found., 20(2), 45-60.
  11. Kuerbis, R., Negussey, D. and Vail, Y.P. (1988), "Effect of gradation and fines content on undrained response of sand", Hydra. Fill Struct., ASCE, New York, 330-345.
  12. Lade, P.V. and Yamamuro, J.A. (1997), "Effects of nonplastic fines on static liquefaction sands", Can. Geotech. J., 34(6), 918-928. https://doi.org/10.1139/t97-052
  13. Maleki, M., Ezzatkhah, A., Bayat, M. and Mousivand, M. (2011), "Effect of physical parameters on static undrained resistance of sandy soil with low silt content", Soil Dyn. Earthq. Eng., 31(10), 1324-1331. https://doi.org/10.1016/j.soildyn.2011.05.003
  14. National Disasters Prevention and Protection Commission (2009). [In Taiwan]
  15. Orense, R.P., Hyodo, M. and Kaneko, T. (2012), "Dynamic deformation characteristics of pumice", 2012 NZSEE Annual Technical Conference, Christchurch, New Zealand, April, pp. 1-8.
  16. Okur, D.V. and Ansal, A. (2007), "Stiffness degration of natural fine grained soils during cyclic loading", Soil Dyn. Earthq. Eng., 27(9), 843-854. https://doi.org/10.1016/j.soildyn.2007.01.005
  17. Polito, C.P. and Martin, J.R. II (2001), "Effects of nonplastic fines on the liquefaction resistance of sands", J. Geotech. Geoenviron. Eng., ASCE, 127(5), 408-415. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:5(408)
  18. Seed, H.B. and Idriss, I.M. (1970), "Soil moduli and damping ratio factors for dynamic response analysis", Report No. EERC 70-10, Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
  19. Seed, H.B., Idriss, I.M. and Arango, I. (1983), "Evaluation of liquefaction potential using field performance data", J. Geotech. Geoenviron. Eng., ASCE, 109(3), 458-482. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(458)
  20. Tokimatsu, K., Kojima, H., Kuwayama, S., Abe, A. and Midorikawa, S. (1994), "Liquefaction-induced damage to building in 1990 Luzon Earthquake", J. Geotech. Eng., ASCE, 120(2), 290-306. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:2(290)
  21. Thevanayagam, S. (1998), "Effect of fines and confining stress on undrained shear strength of silty sand", J. Geotech. Geoenviron. Eng., ASCE, 124(6), 479-491. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:6(479)
  22. Thevanayagam, S., Ravisbankar, K. and Mohan, S. (1996), "Steady sate strength, relative density and fines content relationship for sands", Transportation Research Record: J. Transport. Res. Board, 1547/1996, pp. 61-67.
  23. Thian, S.Y. and Lee, C.Y. (2011), "Undrained response of mining sand and fines contents", Int. J. Civil Struct. Eng., 1(4), 844-851.
  24. Tsuchida, H. (1970), "Prediction and countermeasure against the liquefaction in sand deposits", Abstract of the Seminar in the Port and Harbor Research Institute, Japan, 3.1-3.33.
  25. Vaid, V.P. (1994), "Liquefaction of silty soils", Ground Fail. Under Seismic Condit., Geotech. Spec. Pub. No. 44, ASCE, New York, USA, 1-16.
  26. Wood, D.M. (1991), Soil Behaviour and Critical State Soil Mechanics, Cambridge University Press, 40 West 20th Street, New York, NY, USA.
  27. Xenaki, V.C. and Athanasopoulos, G.A. (2003), "Liquefaction resistance of sand-silt mixtures: an experimental investigation of effect of fines", Soil Dyn. Earthq. Eng., 23(3), 183-194.
  28. Yamamuro, J.A. and Lade, P.V. (1997), "Static liquefaction of very loose sands", Can. Geotech. J., 34(6), 905-917. https://doi.org/10.1139/t97-057
  29. Zlatovic, S. and Ishihara, K. (1995), "On the influence of non fines on residual strength", Proceedings of the 1st International Conference of Earthquake Geotechnical Engineering (ISTOKYO' 95), Rotterdam, The Netherlands, (K. Ishihara and A.A. Balkema Eds.), pp. 239-244.
  30. Zlatovic, S. and Ishihara, K. (1997), "Normalized behavior of very loose nonplastic soil: Effects of fabric", Soil. Found., 37(4), 47-56. https://doi.org/10.3208/sandf.37.4_47

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  8. Shear modulus and damping ratio of a nonplastic silt at large shear strains vol.92, pp.None, 2019, https://doi.org/10.1051/e3sconf/20199208007
  9. A numerical analysis of the equivalent skeleton void ratio for silty sand vol.17, pp.1, 2019, https://doi.org/10.12989/gae.2019.17.1.019
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