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Shaking table tests to investigate the influence of various factors on the liquefaction resistance of sands

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Abstract

This paper presents the shaking table studies to investigate the factors that influence the liquefaction resistance of sand. A uniaxial shaking table with a perspex model container was used for the model tests, and saturated sand beds were prepared using wet pluviation method. The models were subjected to horizontal base shaking, and the variation of pore water pressure was measured. Three series of tests varying the acceleration and frequency of base shaking and density of the soil were carried out on sand beds simulating free field condition. Liquefaction was visualized in some model tests, which was also established through pore water pressure ratios. Effective stress was calculated at the point of pore water pressure measurement, and the number of cycles required to liquefy the sand bed were estimated and matched with visual observations. It was observed that there was a gradual variation in pore water pressure with change in base acceleration at a given frequency of shaking. The variation in pore water pressure is not significant for the range of frequency used in the tests. The frequency of base shaking at which the sand starts to liquefy when the sand bed is subjected to any specific base acceleration depends on the density of sand, and it was observed that the sand does not liquefy at any other frequency less than this. A substantial improvement in liquefaction resistance of the sand was observed with the increase in soil density, inferring that soil densification is a simple technique that can be applied to increase the liquefaction resistance.

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References

  • Castro G (1975) Liquefaction and cyclic mobility of saturated sands. J Geotech Eng Div 101(6):551–569

    Google Scholar 

  • Castro G, Poulos SJ (1977) Factors affecting liquefaction and cyclic mobility. J Geotech Eng Div 103(6):501–516

    Google Scholar 

  • De Alba P, Chan CK, Seed HB (1975) Determination of soil liquefaction characteristics by large-scale laboratory tests. (EERC 75-14) University of California, Berkeley

  • Dobry R, Taboada V, Liu L (1995) Centrifuge modeling of liquefaction effects during earthquakes. In: Ishihara K (ed) Proceedings of the 1st International Conference on Earthquake Geotechnical Engineering. Balkema, Rotterdam, vol 3, pp 1291–1324

  • Ha IS, Olson SM, Seo M-W, Kim M–M (2011) Evaluation of reliquefaction resistance using shaking table tests. Soil Dyn Earthq Eng 31(4):682–691

    Article  Google Scholar 

  • Hardin BO, Richart FE Jr (1963) Elastic wave velocities in granular soils. J Soil Mech Found Div 89(1):33–65

    Google Scholar 

  • Hushmand B, Scott RF, Crouse CB (1988) Centrifuge liquefaction tests in a laminar box. Geotechnique 38(2):253–262

    Article  Google Scholar 

  • Iai S (1989) Similitude for shaking table test on soil-structure-fluid model in 1 g gravitational field. Soils Found 2(1):105–118

    Article  Google Scholar 

  • Ishihara K, Tatsuoka F, Yasuda S (1975) Undrained deformation and liquefaction of sand under cyclic stresses. Soils Found 15(1):29–44

    Article  Google Scholar 

  • Kokusho T (1999) Water film in liquefied sand and its effect on lateral spread. J Geotech Geoenviron Eng 125(10):817–826

    Article  Google Scholar 

  • Kramer SL (2009) Geotechnical earthquake engineering. Pearson Education, India

    Google Scholar 

  • Lee KL, Seed HB (1967) Dynamic strength of anisotropically consolidated sand. J Soil Mech Found Div 93(SM5):169–190

    Google Scholar 

  • Maheshwari BK, Singh HP, Saran S (2012) Effects of reinforcement on liquefaction resistance of solani sand. J Geotech Geoenviron Eng 13(7):831–840

    Article  Google Scholar 

  • Martin GR, Finn WDL, Seed HB (1975) Fundamentals of liquefaction under cyclic loading. J Geotech Eng Div 101(5):423–438

    Google Scholar 

  • Mohajeri M, Towhata I (2003) Shake table tests on residual deformation of sandy slopes due to cyclic loading. Soils Found 43(6):91–106

    Article  Google Scholar 

  • Mulilis JP, Arulanandan K, Mitchell JK, Chan CK, Seed HB (1977) Effects of sample preparation on sand liquefaction. J Geotech Eng Div 10(2):91–108

    Google Scholar 

  • Poulos SJ, Castro G, France JW (1985) Liquefaction evaluation procedure. J Geotech Eng 111(6):772–792

    Article  Google Scholar 

  • Sasaki Y, Towhata I, Tokida K, Yamada K, Matsumoto H, Tamari Y, Saya S (1992) Mechanism of permanent displacement of ground caused by seismic liquefaction. Soils Found 32(3):79–96

    Article  Google Scholar 

  • Seed HB (1979) Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes. J Geotech Eng Div 105(2):201–255

    Google Scholar 

  • Seed HB, Lysmer J, Martin PP (1976) Pore-water pressure changes during soil liquefaction. J Geotech Eng Div 102(4):323–346

    Google Scholar 

  • Seed HB, Tokimatsu K, Harder L, Chung R (1985) Influence of SPT procedures in soil liquefaction resistance evaluations. J Geotech Eng 111(12):1425–1445

    Article  Google Scholar 

  • Towhata I, Sesov V, Motamed R (2006) Model tests on lateral earth pressure on large group pile exerted by horizontal displacement of liquefied sandy ground. 8th US National Conference on Earthquake Engineering. San Francisco, California. Paper no. 1227

  • Toyota H, Towhata I, Imamura S, Kudo K (2004) Shaking table tests on flow dynamics in liquefied slope. Soils Found 44(5):67–84

    Article  Google Scholar 

  • Ueng TS, Wu CW, Cheng HW, Chen CH (2010) Settlements of saturated clean sand deposits in shaking table tests. Soil Dyn Earthq Eng 30(1):50–60

    Article  Google Scholar 

  • Vaid YP, Chern JC (1983) Effect of static shear on resistance to liquefaction. Soils Found 23(1):47–60

    Article  Google Scholar 

  • Vaid YP, Finn WDL (1978) Static shear and liquefaction potential. J Geotech Eng Div 105(10):1233–1246

    Google Scholar 

  • Vaid YP, Negussey D (1988) Preparation of reconstituted sand specimens. Advanced triaxial testing of soil and rock. ASTM STP 977:405–417

    Google Scholar 

  • Vaid YP, Chern JC, Tumi H (1985) Confining pressure, grain angularity and liquefaction. J Geotech Eng 111(10):1229–1235

    Article  Google Scholar 

  • Xenaki VC, Athanasopoulos GA (2003) Liquefaction resistance of sand-mixtures: an experimental investigation of the effect of fines. Soil Dyn Earthq Eng 23:183–194

    Article  Google Scholar 

  • Ye B, Ye G, Ye W, Zhang F (2013) A pneumatic shaking table and its application to a liquefaction test on saturated sand. Nat Hazards 66(2):375–388

    Article  Google Scholar 

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Authors and Affiliations

  1. Department of Civil Engineering, Indian Institute of Science, Bangalore, 560012, India

    Renjitha Mary Varghese & G. Madhavi Latha

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  1. Renjitha Mary Varghese
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  2. G. Madhavi Latha
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Correspondence to G. Madhavi Latha.

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Varghese, R.M., Madhavi Latha, G. Shaking table tests to investigate the influence of various factors on the liquefaction resistance of sands. Nat Hazards 73, 1337–1351 (2014). https://doi.org/10.1007/s11069-014-1142-3

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  • DOI: https://doi.org/10.1007/s11069-014-1142-3

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