Abstract
In recent years, sand reinforced with tire crumbs can be used in many geotechnical applications such as lightweight materials and backfill, vibration isolations, slope stabilizations, thermal insulations, and liquefaction preventing materials. To evaluate the liquefaction potential of sand-tire mixture numerically, it is essential to use a proper constitutive model for the prediction of liquefaction under dynamic loading. In this research, Dafalias and Manzari’s model is used to predict the behavior of the sand-tire mixture, in which unique parameters are applied for different ranges of void ratio and initial stress. Monotonic and cyclic triaxial tests are conducted on the sand-tire mixture at various tire contents to calibrate constitutive model parameters. After the calibration model parameters of the sand-tire mixture, the analysis of liquefaction was carried out. The effects of several parameters including different amounts of tire crumb, the percentage of soil relative density, and different earthquake time histories are also studied. To confirm the model efficiency of this paper, a simulation of the VELACS centrifuge tests of Model No 1 is conducted for liquefaction analysis. The results show that Dafalias and Manzari’s model can be used to predict excess pore water pressure generation. Moreover, the use of tire particles in the sand can improve the liquefaction resistance of the sand.
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References
ASTM D (2004) 6270 Standard practice for use of scrap tires in civil engineering applications. ASTM International, West Conshohocken
Bosscher PJ, Edil TB, Eldin N (1993) Construction and performance of shredded waste tire test embankment. Transp Res Rec 1345:44–52
Masad EM, Taha RHOC, Papagiannakis T (1996) Engineering properties of tire/soil mixtures as a lightweight fill material. Geotech Test J 19(3):297–304
Lee JH, Sagado R, Bernal A, Lovell CW (1999) Sheredded tires and rubber-sand as lightweight backfill. J Geotech Geoenvironmental Eng 125(2):132–141
Dickson TH, Dwyer DF, Humphrey DN (2001) Prototype tireshred embankment construction. Transp Res Rec 1755(1):160–167
Meles D, Bayat A, Shafiee MH, Nassiri S, Gul M (2013) Field study on construction of highway embankment made from two tire derived aggregate types and tire-derived aggregate mixed with soil as fill materials. In: Proc., 92 Annual Meeting on Transportation Research Board. Washington, DC, Session 622
Hataf N, Rahimi MM (2005) Experimental investigation on bearing capacity of sand reinforced with randomly distributed tire shreds. Constr Build Mater 20(10):910–916
Wolfe SL, Humphrey DN, Wetzel EA (2004) Development of tire shred underlayment to reduce ground-borne vibration from LRT track. Geo Eng Trans Pro. https://doi.org/10.1061/40744(154)62
Tsang HH (2008) Seismic isolation by rubber-soil mixture for developing countries. Earthq Eng Struct Dyn 37(2):283–303
Tsang HH, Lo SH, Xu X, Sheikh MN (2012) Seismic isolation for low-to-medium rise buildings using granulated rubber soil mixtures: numerical study. Earthq Eng Struct Dyn 41(14):2009–2024
Kaneko T, Orense RP, Hyodo M, Yoshimoto N (2013) Seismic response characteristics of saturated sand deposits mixed with tire chips. J Geotech Geoenvironmental Eng 139:633–643
Brunet S, Carlos de la Llera J, Kausel E (2016) Non-linear modeling of seismic isolation systems made of recycled tire-rubber. Soil Dyn Earthq Eng 85:134–145
Chew JH, Leong EC (2019) Field and numerical modeling of sand-rubber mixtures vibration barrier. Soil Dyn Earthq Eng 125:105740
Humphrey DN, Sandford TC, Cribbs MM, Gharegrat H, Manion WP, (1992) Tire chips as lightweight backfill for retaining walls: Phase I. No. NETCR-8. Boston, New England Consortium.
Hazarika H, Kohama E, Sugano T (2008) Underwater shake table tests on waterfront structures protected with tire chips cushion. J Geotech Geoenvironmental Eng 134(12):1706–1719
Xiao M, Bowen J, Graham M, Larralde J (2012) Comparison of seismic responses of geosynthetically-reinforced walls with tire-derived aggregates and granular backfills. J Mater Civ Eng 24(11):1368–1377
Mittal RK, Gill G (2016) Recent developments in utilizing waste tires to reduce seismic earth pressures and liquefaction potential. J Adv Struct Geotech Eng 5(3):107–114
Tafreshi S, Mehrjardi G, Dawson, (2012) A Buried pipe in rubber-soil backfilled trenches under cyclic loading. J Geotech Geoenvironmental Eng 138(11):1346–1356
Sim WW, Towhata I, Yamada S, Moinet GJ-M (2012) Shaking table tests modelling small diameter pipes crossing a vertical fault. Soil Dyn Earthq Eng 35:59–71
Otsubo M, Towhata I, Hayashida T, Liu B, Goto S (2016) Shaking table tests on liquefaction mitigation of embedded lifelines by backfilling with recycled materials. Soils Found 56(3):365–378
Ni P, Qin X, Yi Y (2018) Use of tire-derived aggregate for seismic mitigation of buried pipelines under strike-slip faults. Soil Dyn Earthq Eng 115:495–506
Foose GJ, Benson CH, Bosscher PJ (1996) Sand reinforced with shredded waste tires. J Geotech Eng 122(9):760–767
Yang S, Lohnes RA, Kjartanson BH (2002) Mechanical properties of shredded tires. J Geotech Test 25(1):44–52
Zornberg JG, Viratjandr C, Cabral AR (2004) Behaviour of tire shred-sand mixtures. Can Geotech J 41(2):227–241
Ghazavi M, Sakhi MA (2005) Influence of optimized tire shreds on shear strength parameters of sand. Int J Geomech 5(1):58–65
Rao GV, Dutta RK (2006) Compressibility and strength behaviour of sand–tyre chip mixtures. Geotech Geol Eng 24(3):711–724
Noorzad R, Raveshi M (2017) Mechanical behavior of waste tire crumbs–sand mixtures determined by triaxial tests. Geotech Geol Eng 35:1793–1802
Gotteland P, Lambber S, Balachowski L (2005) Strength characteristics of tire chipssand mixtures. Stud Geotech Mech XXVII 27(1–2):55–66
Özkul ZH, Baykal G (2007) Shear behavior of compacted rubber fiber-clay composite in drained and undrained loading. J Geotech Geoenviron Eng 133(7):767–781
Feng Z-Y, Sutter K (2000) Dynamic properties of granulated rubber/sand mixtures. J Geotech Test 23(3):338–344
Senetakis K, Anastasiadis A, Pitilakis K (2012) Souli A Dynamic behavior of sand/rubber mixtures. Part II: effect of rubber content on G=G0-γ DT curves and volumetric threshold strain. J ASTM Int 9(2):1–12
Dutta S, Nanda RP (2021) Finite element analysis of rubber–soil mixture (RSM) for the pile response reduction under liquefaction. Arab J Geosci 14:1729
Nanda RP, Dutta S, Khan HA, Majumdar S (2018) Seismic protection of building by rubber soil mixture as foundation isolation. Int J Geotech Earthq Eng 9(1):99–109
Li B, Huang M, Zeng X (2016) Dynamic behavior and liquefaction analysis of recycled-rubber sand mixtures. J Mater Civ Eng 28(11):122–136
Bao X, Jin Z, Cui H, Chen X, Xie X (2019) Soil liquefaction mitigation in geotechnical engineering: An overview of recently developed methods. Soil Dyn Earthq Eng 120:273–291
Dutta S, Nanda RP (2022) Waste rubber-soil mat for protection of structures from earthquake-induced liquefaction. Int J of Geosynth and Ground Eng 8(5):57
Youwai S, Bergado DT (2003) Strength and deformation characteristics of shredded rubber tire - sand mixtures. Can Geotech J 40(2):254–264
Mashiri MS, Vinod JS, Neaz Sheikh M (2016) Constitutive Model for Sand-Tire Chip Mixture. Int J Geomech 16(1):04015022
Duncan JM, Byrne P, Wong KS, Mabry P (1980) Strength stress-strain and bulk modulus parameters for finite elements analyses of stresses and movements in soil masses. Geotechnical Engineering Resp. Rep. No. UCB/GT/80–01, Univ. of California, Berkeley, CA.
Pastor M, Zienkiewicz OC, Leung KH (1985) Simple model for transient soil loading in earthquake analysis. II: non-associative models for sands. Int J Numer Anal Methods Geo 9(5):477–498
Manzari MT, Dafalias YF (1997) A critical state two-surface plasticity model for sands. J Géotechnique 47(2):255–272
Elgamal A, Yang Z, Parra E, Ragheb A (2003) Modeling of cyclic mobility in saturated cohesionless soils. Int J Plast 196:883–905
Taiebat M, Dafalias YF (2008) SANISAND: Simple anisotropic sand plasticity model. Int J Numer Anal Methods Geo 32(8):915–948
Boulanger RW, Ziotopoulou K (2015) PM4SAND (Version 3): A sand plasticity model for earthquake engineering application. Center for Geotechnical Modeling, Report No. UCD/CGM-15/01.
Dafalias YF, Manzari MT (2004) Simple plasticity sand model accounting for fabric change effects. J Eng Mech 130(6):622–634
McKenna F, Fenves GL (2007) The OpenSees command language manual Version 1.2. Berkeley, USA: Pacific Earthquake Engineering Research Center, University of California, .
ASTM D, (2004) 422 Standard test method for particle-size analysis of soils West ASTM International Conshohocken.
ASTM D (2004) 4254 Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM International, West Conshohocken
ASTM D (2004) 4253 standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM International, West Conshohocken
Lee JS, Dodds J, Santamarina JC (2007) Behavior of rigid-soft particle mixtures. J Earthq Eng 19(2):179–184
Kim HK, Santamarina JC (2008) Sand-rubber mixtures (large rubber chips). Can Geotech J 4(10):1457–1457
ASTM D (2011) 7181 Standard test method for consolidated drained triaxial compression test for soils. ASTM International, West Conshohocken
ASTM D (2004) 5311 Standard test method for load controlled cyclic triaxial strength of soil. ASTM International, West Conshohocken
Head KH (1982) Manual of soil laboratory testing. E.L.E International Limited, Leighton Buzzard
Baldi G, Nova R (1984) Membrane penetration effects in triaxial testing. J Geotech Eng 110(3):403–420
Li XS, Dafalias YF (2002) Constitutive modelling of inherently anisotropic sand behavior. J Geotech Geoenviron Eng 128(10):868–880
Das S, Bhowmik D (2020) Small-strain dynamic behavior of sand and sand–crumb rubber mixture for different sizes of crumb rubber particle. J Mater Civ Eng 32(11):04020334
Li XS, Wang Y (1998) Linear representation of steady-state line for sand. J Geotech Geoenvironmental Eng 124(12):1215–1217
Wood DM (1990) Soil behavior and critical state soil mechanics. Cambridge University Press, Cambridge
Been K, Jefferies MG (1985) A state parameter for sands. J Geotech 35(2):99–112
Nemat-Nasser S, Tobita Y (1982) Influence of fabric on liquefaction and densification potential of cohesionless sand. Mech Mater 1(1):43–62
Zahmatkesh A, Choobbasti AJ (2016) Calibration of an advanced constitutive model for Babolsar sand accompanied by liquefaction analysis. J Earthq Eng 21(4):679–699
McKenna FT (1997) Object oriented finite element programming: Framework for analysis, algorithms and parallel computing. PhD thesis, Department of Civil and Environmental Engineering, University of California, Berkeley, CA, USA.
Biot MA (1956) Theory of propagation of elastic waves in a fluid–saturated porous solid. J Acoust Soc Am 28:168–178
Tobada VM, Dobry R (1993) Experimental results of Model No. 1 at RPI. Arulanandan, K. and Scott, R.F. (eds.), Verification of Numerical procedures for the analysis of soil liquefaction problems. Rotterdam, A.A. Balkema.
Taiebat M, Jeremic B, Dafalias YF, Kaynia AM, Cheng Z (2010) Propagation of seismic waves through liquefied soils. Soil Dyn Earthq Eng 30(4):236–257
Taiebat M, Shahir H, Pak A (2007) Study of pore pressure variation during liquefaction using two constitutive models for sand. Soil Dyn Earthq Eng 27(1):60–72
Gonzalez L, Abdoun T, Sharp MK (2002) Modeling of seismically induced liquefaction under high confining stress. Int J Phys Model 3:1–15
Mashiri M, Vinod J, Sheikh M (2015) Liquefaction potential and dynamic properties of sand-tyre chip (STCh) mixtures. Geotech Test J 39(1):69–79
Nakhaei A, Marandi SM, Kermani SS, Bagheripour MH (2012) Dynamic properties of granular soils mixed with granulated rubber. Soil Dyn Earthq Eng 43:124–132
Uchimura T, Chi N, Nirmalan S, Sato T, Meidani M, Towhata I (2007) Shaking table tests on effect of tire chips and sand mixture in increasing liquefaction resistance and mitigating uplift of pipe. In: Proc., Int. Workshop on Scrap Tire Derived Geomaterials-Opportunities and Challenges, Taylor & Francis Group, London.
Funding
The Funding was provided by Babol Noshirvani University of Technology, (BNUT/945140006/96), Masoud Raveshi, (BNUT/370723/01), Reza Noorzad
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Raveshi, M., Noorzad, R. Liquefaction analysis of sand-tire mixture with a critical state two-surface plasticity model. Innov. Infrastruct. Solut. 8, 285 (2023). https://doi.org/10.1007/s41062-023-01262-y
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DOI: https://doi.org/10.1007/s41062-023-01262-y