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Erschienen in: Bulletin of Engineering Geology and the Environment 2/2021

04.11.2020 | Original Paper

Robust design optimization of retaining wall backfilled with shredded tire in the face of earthquake hazards

verfasst von: Nadarajah Ravichandran, Lei Wang, Parishad Rahbari, C. Hsein Juang

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 2/2021

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Abstract

A systematic robust design optimization methodology is presented in this study for cantilever retaining wall backfilled with shredded tire in the face of earthquake hazards. Regarding the merits of application of shredded tire backfill in seismically active areas, the uncertainties in properties of this material (e.g., friction angle and cohesion) as well as uncertainties in earthquake load (e.g., peak ground acceleration) necessitate examining the robustness of design along cost efficiency in geotechnical design procedures. The wall tip deflection was treated as the response of concern for which a response surface was developed based on the design and random (uncertain) variables. Coupling with Monte Carlo simulations, the optimization in terms of cost and standard deviation of response as a measure of robustness yielded a set of preferred designs, or Pareto front, and the final optimal design was determined via selection procedures based on knee point concept.
Literatur
Zurück zum Zitat Ahmed I, Lovell CW (1993) Rubber soil as light weight geomaterials. Transp Res Rec:61–70 Ahmed I, Lovell CW (1993) Rubber soil as light weight geomaterials. Transp Res Rec:61–70
Zurück zum Zitat Andrews DW, and Guay MA (1996) “Tire chips in a superfund landfill cap: a case history of the first use of a tire chip drain layer.” Nineteenth International Madison Waste Conference, Dept. of Engineering Professional Development, University of Wisconsin-Madison Andrews DW, and Guay MA (1996) “Tire chips in a superfund landfill cap: a case history of the first use of a tire chip drain layer.” Nineteenth International Madison Waste Conference, Dept. of Engineering Professional Development, University of Wisconsin-Madison
Zurück zum Zitat Babu GLS, Basha BM (2008) Optimum design of cantilever retaining walls using target reliability approach. Int J Geomechanics 8:240–252 Babu GLS, Basha BM (2008) Optimum design of cantilever retaining walls using target reliability approach. Int J Geomechanics 8:240–252
Zurück zum Zitat Balunaini U, Yoon S, Prezzi M and Salgado R (2009) “Final report: tire shred backfill in mechanically stabilized earth wall application.” FHWA/NA/JTRP, 2008/17 Balunaini U, Yoon S, Prezzi M and Salgado R (2009) “Final report: tire shred backfill in mechanically stabilized earth wall application.” FHWA/NA/JTRP, 2008/17
Zurück zum Zitat Black BA, Shakoor A (1994) A geotechnical investigation of soil-tire mixtures for engineering applications. In: Proceedings of the first international conference on environmental Geotechnics, Bitech publications, pp 617–623 Black BA, Shakoor A (1994) A geotechnical investigation of soil-tire mixtures for engineering applications. In: Proceedings of the first international conference on environmental Geotechnics, Bitech publications, pp 617–623
Zurück zum Zitat Bosscher PJ, Edil TB, Kuraoka S (1997) Design of highway embankments using tire chips. J Geotech Geoenviron 123(4):295–304 Bosscher PJ, Edil TB, Kuraoka S (1997) Design of highway embankments using tire chips. J Geotech Geoenviron 123(4):295–304
Zurück zum Zitat Bressette T (1984) “Used tire material as an alternate permeable aggregate.” State of California, Department of Transportation, Division of Engineering Services, Office of Transportation Laboratory, Sacramento, CA Bressette T (1984) “Used tire material as an alternate permeable aggregate.” State of California, Department of Transportation, Division of Engineering Services, Office of Transportation Laboratory, Sacramento, CA
Zurück zum Zitat Camp CV, Akin A (2011) Design of retaining walls using big bang–big crunch optimization. J Struct Eng 138(3):438–448 Camp CV, Akin A (2011) Design of retaining walls using big bang–big crunch optimization. J Struct Eng 138(3):438–448
Zurück zum Zitat Cecich V, Gonzales I, Hoisaeter A, Williams J and Reddy K (1996) “Use of shredded tire as lightweight backfill material for retaining structures.” Waste Management & Research, No 14, pp. 433–451 Cecich V, Gonzales I, Hoisaeter A, Williams J and Reddy K (1996) “Use of shredded tire as lightweight backfill material for retaining structures.” Waste Management & Research, No 14, pp. 433–451
Zurück zum Zitat Ceranic B, Fryer C, Baines RW (2001) An application of simulated annealing to the optimum design of reinforced concrete retaining structures. Comput Struct 79(17):1569–1581 Ceranic B, Fryer C, Baines RW (2001) An application of simulated annealing to the optimum design of reinforced concrete retaining structures. Comput Struct 79(17):1569–1581
Zurück zum Zitat Cornell CA, Banon H, Shakal AF (1979) Seismic motion and response prediction alternatives. Earthq Eng Struct Dyn 7(4):295–315 Cornell CA, Banon H, Shakal AF (1979) Seismic motion and response prediction alternatives. Earthq Eng Struct Dyn 7(4):295–315
Zurück zum Zitat Cosgrove TA (1995) “Interface strength between tire chips and geomembrane for use as a drainage layer in a landfill cover.” Proceedings of Geosynthetics'95, Industrial Fabrics Association, St Paul, MN, 3:1157–1168 Cosgrove TA (1995) “Interface strength between tire chips and geomembrane for use as a drainage layer in a landfill cover.” Proceedings of Geosynthetics'95, Industrial Fabrics Association, St Paul, MN, 3:1157–1168
Zurück zum Zitat Dang HP, Lin HD, Juang CH (2014) Analyses of braced excavation considering parameter uncertainties using a finite element code. J Chin Inst Eng 37(2):141–151 Dang HP, Lin HD, Juang CH (2014) Analyses of braced excavation considering parameter uncertainties using a finite element code. J Chin Inst Eng 37(2):141–151
Zurück zum Zitat Djadouni H, Trouzine H, Correia AG, da Silva Miranda TF (2019) Life cycle assessment of retaining wall backfilled with shredded tires. Int J Life Cycle Assess 24(3):581–589 Djadouni H, Trouzine H, Correia AG, da Silva Miranda TF (2019) Life cycle assessment of retaining wall backfilled with shredded tires. Int J Life Cycle Assess 24(3):581–589
Zurück zum Zitat Deb K, Pratap A, Agarwal S (2002) A fast and elitist multiobjective genetic algorithm NSGA-II. Evol Comput 6(2):182–197 Deb K, Pratap A, Agarwal S (2002) A fast and elitist multiobjective genetic algorithm NSGA-II. Evol Comput 6(2):182–197
Zurück zum Zitat Duffy DP (1995) Using tire chips as a leachate drainage layer. Waste Age 26(9):113–122 Duffy DP (1995) Using tire chips as a leachate drainage layer. Waste Age 26(9):113–122
Zurück zum Zitat Dwyer DF (2008) Technical report: tire shred initiative: summary report. State of New York Department of Transportation, Geotechnical Engineering Bureau Dwyer DF (2008) Technical report: tire shred initiative: summary report. State of New York Department of Transportation, Geotechnical Engineering Bureau
Zurück zum Zitat Eldin NN, Senouci AB (1992) Use of scrap tires in road construction. J Constr Eng Manag 118(3):561–576 Eldin NN, Senouci AB (1992) Use of scrap tires in road construction. J Constr Eng Manag 118(3):561–576
Zurück zum Zitat Edil TB, Bosscher PJ (1994) Engineering properties of tire chips and soil mixtures. Geotech Test J 17(4):453–464 Edil TB, Bosscher PJ (1994) Engineering properties of tire chips and soil mixtures. Geotech Test J 17(4):453–464
Zurück zum Zitat Foose GJ, Benson CH, Bosscher PJ (1996) Sand reinforced with shredded waste tires. J Geotech Eng 122:760–767 Foose GJ, Benson CH, Bosscher PJ (1996) Sand reinforced with shredded waste tires. J Geotech Eng 122:760–767
Zurück zum Zitat Gharegrat H (1993) Finite element analyses of pavements underlain by a tire chip layer and of retaining walls with tire chip backfill. Department of Civil Engineering, University of Maine, M.S. Thesis Gharegrat H (1993) Finite element analyses of pavements underlain by a tire chip layer and of retaining walls with tire chip backfill. Department of Civil Engineering, University of Maine, M.S. Thesis
Zurück zum Zitat Gebhardt MA (1997) Shear strength of shredded tires as applied to the design and construction of a shredded tire stream crossings. Iowa State University, MS Thesis Gebhardt MA (1997) Shear strength of shredded tires as applied to the design and construction of a shredded tire stream crossings. Iowa State University, MS Thesis
Zurück zum Zitat Hataf N, Rahimi MM (2006) Experimental investigation of bearing capacity of sand reinforced with randomly distributed tire shreds. Construction and Building Materials, No 20:910–916 Hataf N, Rahimi MM (2006) Experimental investigation of bearing capacity of sand reinforced with randomly distributed tire shreds. Construction and Building Materials, No 20:910–916
Zurück zum Zitat Head D, Picornell M and Nash PT (2001) “Report: El Paso embankment fill with shredded tire.” Texas Department of Transportation Head D, Picornell M and Nash PT (2001) “Report: El Paso embankment fill with shredded tire.” Texas Department of Transportation
Zurück zum Zitat Huang Y, Hu H, Xiong M (2018) Probability density evolution method for seismic displacement-based assessment of earth retaining structures. Eng Geol 234:167–173 Huang Y, Hu H, Xiong M (2018) Probability density evolution method for seismic displacement-based assessment of earth retaining structures. Eng Geol 234:167–173
Zurück zum Zitat Huggins L (2014) Numerical and reliability analysis of gravity cantilever retaining walls backfilled with shredded tires subjected to seismic loads. Clemson University, Clemson, SC, M.S. Thesis Huggins L (2014) Numerical and reliability analysis of gravity cantilever retaining walls backfilled with shredded tires subjected to seismic loads. Clemson University, Clemson, SC, M.S. Thesis
Zurück zum Zitat Humphrey DN, Sandford TC, Cribbs MM, Manion WP (1993) Shear strength and compressibility of tire chips for use as retaining wall backfill. Transp Res Rec 14:433–451 Humphrey DN, Sandford TC, Cribbs MM, Manion WP (1993) Shear strength and compressibility of tire chips for use as retaining wall backfill. Transp Res Rec 14:433–451
Zurück zum Zitat Juang CH, Wang L, Atamturktu S, and Luo Z (2012) Reliability-based robust and optimal design of shallow foundations in cohesionless soil in the face of uncertainty. J Geoengin 7(3):75–87 Juang CH, Wang L, Atamturktu S, and Luo Z (2012) Reliability-based robust and optimal design of shallow foundations in cohesionless soil in the face of uncertainty. J Geoengin 7(3):75–87
Zurück zum Zitat Juang CH, Liu Z and Atamturktur HS (2013a) “Reliability-based robust geotechnical design of retaining walls.” Sound Geotechnical Research to Practice, pp. 514–524 Juang CH, Liu Z and Atamturktur HS (2013a) “Reliability-based robust geotechnical design of retaining walls.” Sound Geotechnical Research to Practice, pp. 514–524
Zurück zum Zitat Juang CH, Wang L, Liu Z, Ravichandran N, Huang H, Zhang J (2013b) Robust geotechnical design of drilled shafts in sand: new design perspective. J Geotech Geoenviron 139(12):2007–2019 Juang CH, Wang L, Liu Z, Ravichandran N, Huang H, Zhang J (2013b) Robust geotechnical design of drilled shafts in sand: new design perspective. J Geotech Geoenviron 139(12):2007–2019
Zurück zum Zitat Khoshnevisan S, Gong W, Wang L and Juang CH (2014) “Robust design in geotechnical engineering–an update.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 8(4), 217–234 Khoshnevisan S, Gong W, Wang L and Juang CH (2014) “Robust design in geotechnical engineering–an update.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 8(4), 217–234
Zurück zum Zitat Khuri AI, Mukhopadhyay S (2010) Response surface methodology. WIREs Comput Stat 2:128–149 Khuri AI, Mukhopadhyay S (2010) Response surface methodology. WIREs Comput Stat 2:128–149
Zurück zum Zitat Lee JH, Salgado R, Bernal A, Lovell CW (1999) Shredded tires and rubber sand as lightweight backfill. J Geotech Geoenviron 125(2):132–141 Lee JH, Salgado R, Bernal A, Lovell CW (1999) Shredded tires and rubber sand as lightweight backfill. J Geotech Geoenviron 125(2):132–141
Zurück zum Zitat Li DQ, Zheng D, Cao ZJ, Tang XS, Phoon KK (2016) Response surface methods for slope reliability analysis: review and comparison. Eng Geol 203:3–14 Li DQ, Zheng D, Cao ZJ, Tang XS, Phoon KK (2016) Response surface methods for slope reliability analysis: review and comparison. Eng Geol 203:3–14
Zurück zum Zitat Liu Z, Juang CH, Atamturktur S (2013) Confidence level-based robust design of cantilever retaining walls in sand. Comput Geotech 52:16–27 Liu Z, Juang CH, Atamturktur S (2013) Confidence level-based robust design of cantilever retaining walls in sand. Comput Geotech 52:16–27
Zurück zum Zitat Luo Z, and Hu B (2019) “Robust design of energy piles using a fuzzy set-based point estimate method.” Cold Regions Science and Technology, 102874 Luo Z, and Hu B (2019) “Robust design of energy piles using a fuzzy set-based point estimate method.” Cold Regions Science and Technology, 102874
Zurück zum Zitat Luo Z, Hu B, Pan E (2019) Robust design approach for flexible pavements to minimize the influence of material property uncertainty. Constr Build Mater 225:332–339 Luo Z, Hu B, Pan E (2019) Robust design approach for flexible pavements to minimize the influence of material property uncertainty. Constr Build Mater 225:332–339
Zurück zum Zitat Masad E, Taha R, Ho C, Papagiannakis T (1996) Engineering properties of tire/soil mixtures as a lightweight fill material. Geotech Test J 19(3):297–304 Masad E, Taha R, Ho C, Papagiannakis T (1996) Engineering properties of tire/soil mixtures as a lightweight fill material. Geotech Test J 19(3):297–304
Zurück zum Zitat Moo-Young H, Sellasie K, Zeroka D, Sabins G (2003) Physical and chemical properties of tire shreds for use in construction. J Environ Eng 129(10):921–929 Moo-Young H, Sellasie K, Zeroka D, Sabins G (2003) Physical and chemical properties of tire shreds for use in construction. J Environ Eng 129(10):921–929
Zurück zum Zitat Mononobe H (1924) Considerations into earthquake vibrations and vibration theories. J Japan Soc Civil Eng 10(5):1063–1094 Mononobe H (1924) Considerations into earthquake vibrations and vibration theories. J Japan Soc Civil Eng 10(5):1063–1094
Zurück zum Zitat Moriasi DN, Arnold JG, Van Liew MW, Bingner RL, Harmel RD, Veith TL (2007) Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Trans ASABE 50(3):885–900 Moriasi DN, Arnold JG, Van Liew MW, Bingner RL, Harmel RD, Veith TL (2007) Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Trans ASABE 50(3):885–900
Zurück zum Zitat Okabe S (1924) General theory on earth pressure and seismic stability of retaining wall and dam. Proc Civil Eng Soc Japan 10(6):1277–1323 Okabe S (1924) General theory on earth pressure and seismic stability of retaining wall and dam. Proc Civil Eng Soc Japan 10(6):1277–1323
Zurück zum Zitat Papazafeiropoulos G, Plevris V, Papadrakakis M (2013) Optimum design of cantilever walls retaining linear elastic backfill by use of genetic algorithm. COMPDYN 2013 Papazafeiropoulos G, Plevris V, Papadrakakis M (2013) Optimum design of cantilever walls retaining linear elastic backfill by use of genetic algorithm. COMPDYN 2013
Zurück zum Zitat Phoon KK, Kulhawy FH (1999) Characterization of geotechnical variability. Can Geotech J 36(4):612–624 Phoon KK, Kulhawy FH (1999) Characterization of geotechnical variability. Can Geotech J 36(4):612–624
Zurück zum Zitat Phoon KK, Ching J (2014) Risk and reliability in geotechnical engineering. CRC Press Phoon KK, Ching J (2014) Risk and reliability in geotechnical engineering. CRC Press
Zurück zum Zitat Pei Y, Xia Y (2012) Design of reinforced cantilever retaining walls using heuristic optimization algorithms. Procedia Earth Planet Sci 5:32–36 Pei Y, Xia Y (2012) Design of reinforced cantilever retaining walls using heuristic optimization algorithms. Procedia Earth Planet Sci 5:32–36
Zurück zum Zitat Peng X, Li DQ, Cao ZJ, Gong W, Juang CH (2017) Reliability-based robust geotechnical design using Monte Carlo simulation. Bull Eng Geol Environ 76(3):1217–1227 Peng X, Li DQ, Cao ZJ, Gong W, Juang CH (2017) Reliability-based robust geotechnical design using Monte Carlo simulation. Bull Eng Geol Environ 76(3):1217–1227
Zurück zum Zitat PLAXIS (2019) PLAXIS 2D reference manual; Bentley Systems International Limited, Dublin, Ireland PLAXIS (2019) PLAXIS 2D reference manual; Bentley Systems International Limited, Dublin, Ireland
Zurück zum Zitat Rahbari P, Ravichandran N and Juang CH (2016) “Reliability-based robust geotechnical design of retaining wall backfilled with shredded tire under dynamic loads.” Geotechnical and Structural Engineering Congress, Phoenix, Arizona Rahbari P, Ravichandran N and Juang CH (2016) “Reliability-based robust geotechnical design of retaining wall backfilled with shredded tire under dynamic loads.” Geotechnical and Structural Engineering Congress, Phoenix, Arizona
Zurück zum Zitat Ravichandran N, Huggins L (2013) Seismic response of gravity-cantilever retaining wall backfilled with shredded tire. Geotech Eng J SEAGS & AGSSEA 44(3):14–24 Ravichandran N, Huggins L (2013) Seismic response of gravity-cantilever retaining wall backfilled with shredded tire. Geotech Eng J SEAGS & AGSSEA 44(3):14–24
Zurück zum Zitat Reddy SB, Krishna AM (2015) Recycled Tire chips mixed with sand as lightweight backfill material in retaining wall applications: an experimental investigation. Int J Geosynthetics Ground Eng 1(4):1–11 Reddy SB, Krishna AM (2015) Recycled Tire chips mixed with sand as lightweight backfill material in retaining wall applications: an experimental investigation. Int J Geosynthetics Ground Eng 1(4):1–11
Zurück zum Zitat Reddy KR, Stark TD, and Marella A (2009) “Beneficial use of shredded tires as drainage material in cover systems for abandoned landfills.” Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management, 14(1), 47–60 Reddy KR, Stark TD, and Marella A (2009) “Beneficial use of shredded tires as drainage material in cover systems for abandoned landfills.” Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management, 14(1), 47–60
Zurück zum Zitat Saribas A, Erbatur F (1996) Optimization and sensitivity of retaining structures. J Geotech Eng 122(8):649–656 Saribas A, Erbatur F (1996) Optimization and sensitivity of retaining structures. J Geotech Eng 122(8):649–656
Zurück zum Zitat Shalaby A, Khan RA (2005) Design of unsurfaced roads constructed with large-sized shredded rubber tires: a case study. Resour Conserv Recycl 44:318–332 Shalaby A, Khan RA (2005) Design of unsurfaced roads constructed with large-sized shredded rubber tires: a case study. Resour Conserv Recycl 44:318–332
Zurück zum Zitat Shrestha S, Ravichandran N, Raveendra M, Attenhofer JA (2016) Design and analysis of retaining wall backfilled with shredded tire and subjected to earthquake shaking. Soil Dyn Earthq Eng 90:227–239 Shrestha S, Ravichandran N, Raveendra M, Attenhofer JA (2016) Design and analysis of retaining wall backfilled with shredded tire and subjected to earthquake shaking. Soil Dyn Earthq Eng 90:227–239
Zurück zum Zitat Siyahi B, Arslan H (2008) Earthquake induced deformation of earth dams. Bull Eng Geol Environ 67(3):397–403 Siyahi B, Arslan H (2008) Earthquake induced deformation of earth dams. Bull Eng Geol Environ 67(3):397–403
Zurück zum Zitat Song L (2011) “NGPM - A NSGA-II program in Matlab.” Aerospace Structural Dynamics Research Laboratory, College of Astronautics, Northwestern Polytechnical University, China Song L (2011) “NGPM - A NSGA-II program in Matlab.” Aerospace Structural Dynamics Research Laboratory, College of Astronautics, Northwestern Polytechnical University, China
Zurück zum Zitat Tang L, Cong S, Xing W, Ling X, Geng L, Nie Z, Gan F (2018) Finite element analysis of lateral earth pressure on sheet pile walls. Eng Geol 244:146–158 Tang L, Cong S, Xing W, Ling X, Geng L, Nie Z, Gan F (2018) Finite element analysis of lateral earth pressure on sheet pile walls. Eng Geol 244:146–158
Zurück zum Zitat Tatlisoz N, Edil TB, Benson C (1998) Interaction between reinforcing geosynthetics and soil-tire chip mixtures. J Geotech Geoenviron Eng 124(11):1109–1119 Tatlisoz N, Edil TB, Benson C (1998) Interaction between reinforcing geosynthetics and soil-tire chip mixtures. J Geotech Geoenviron Eng 124(11):1109–1119
Zurück zum Zitat Tweedie JJ, Humphrey DN, Sandford TC (1998) Tire shreds as lightweight retaining wall backfill: active conditions. J Geotech Geoenviron Eng 124:1061–1070 Tweedie JJ, Humphrey DN, Sandford TC (1998) Tire shreds as lightweight retaining wall backfill: active conditions. J Geotech Geoenviron Eng 124:1061–1070
Zurück zum Zitat Warith MA, Evgin E, Benson PAS (2004) Suitability of shredded tires for use in landfill leachate collection systems. Waste Management, No 24:967–979 Warith MA, Evgin E, Benson PAS (2004) Suitability of shredded tires for use in landfill leachate collection systems. Waste Management, No 24:967–979
Zurück zum Zitat Wang L, Hwang JH, Juang CH, Atamturktur S (2013) Reliability-based design of rock slopes—a new perspective on design robustness. Eng Geol 154:56–63 Wang L, Hwang JH, Juang CH, Atamturktur S (2013) Reliability-based design of rock slopes—a new perspective on design robustness. Eng Geol 154:56–63
Zurück zum Zitat Wang L, Juang CH, Atamturktur S, Gong W, Khoshnevisan S, Hsieh HS (2014) Optimization of design of supported excavations in multi-layer strata. J GeoEng 9(1):1–12 Wang L, Juang CH, Atamturktur S, Gong W, Khoshnevisan S, Hsieh HS (2014) Optimization of design of supported excavations in multi-layer strata. J GeoEng 9(1):1–12
Zurück zum Zitat Wang Z, Yu Y, Sun H, Lü Q, Shang Y (2019) Robust optimization of the constructional time delay in the design of double-row stabilizing piles. Bull Eng Geol Environ:1–15 Wang Z, Yu Y, Sun H, Lü Q, Shang Y (2019) Robust optimization of the constructional time delay in the design of double-row stabilizing piles. Bull Eng Geol Environ:1–15
Zurück zum Zitat Wu W, Benda C, Cauley R (1997) Triaxial determination of shear strength of tire chips. J Geotech Geoenviron Eng ASCE 123(5):479–482 Wu W, Benda C, Cauley R (1997) Triaxial determination of shear strength of tire chips. J Geotech Geoenviron Eng ASCE 123(5):479–482
Zurück zum Zitat Xu YS, Shen SL, Ma L, Sun WJ, Yin ZY (2014) Evaluation of the blocking effect of retaining walls on groundwater seepage in aquifers with different insertion depths. Eng Geol 183:254–264 Xu YS, Shen SL, Ma L, Sun WJ, Yin ZY (2014) Evaluation of the blocking effect of retaining walls on groundwater seepage in aquifers with different insertion depths. Eng Geol 183:254–264
Zurück zum Zitat Yang S, Lohnes RA, Kjartanson BH (2002) Mechanical properties of shredded tires. Geotech Test J 25(1):44–52 Yang S, Lohnes RA, Kjartanson BH (2002) Mechanical properties of shredded tires. Geotech Test J 25(1):44–52
Zurück zum Zitat Yepes V, Alcala J, Perea C, González-Vidosa F (2008) A parametric study of optimum earth-retaining walls by simulated annealing. Eng Struct 30(3):821–830 Yepes V, Alcala J, Perea C, González-Vidosa F (2008) A parametric study of optimum earth-retaining walls by simulated annealing. Eng Struct 30(3):821–830
Zurück zum Zitat Youwai S, Bergado DT (2003) Strength and deformation characteristics of shredded rubber tire-sand mixtures. Can Geotech J 40(2):254–264 Youwai S, Bergado DT (2003) Strength and deformation characteristics of shredded rubber tire-sand mixtures. Can Geotech J 40(2):254–264
Zurück zum Zitat Yu Y, Shen M, Sun H, Shang Y (2019) Robust design of siphon drainage method for stabilizing rainfall-induced landslides. Eng Geol 249:186–197 Yu Y, Shen M, Sun H, Shang Y (2019) Robust design of siphon drainage method for stabilizing rainfall-induced landslides. Eng Geol 249:186–197
Zurück zum Zitat Zhang J, Wang H, Huang HW, Chen LH (2017) System reliability analysis of soil slopes stabilized with piles. Eng Geol 229:45–52 Zhang J, Wang H, Huang HW, Chen LH (2017) System reliability analysis of soil slopes stabilized with piles. Eng Geol 229:45–52
Zurück zum Zitat Zheng D, Li DQ, Cao ZJ, Tang XS, Phoon KK (2017) An analytical method for quantifying the correlation among slope failure modes in spatially variable soils. Bull Eng Geol Environ 76(4):1343–1352 Zheng D, Li DQ, Cao ZJ, Tang XS, Phoon KK (2017) An analytical method for quantifying the correlation among slope failure modes in spatially variable soils. Bull Eng Geol Environ 76(4):1343–1352
Zurück zum Zitat Zhou XP, Huang XC (2018) Reliability analysis of slopes using UD-based response surface methods combined with LASSO. Eng Geol 233:111–123 Zhou XP, Huang XC (2018) Reliability analysis of slopes using UD-based response surface methods combined with LASSO. Eng Geol 233:111–123
Metadaten
Titel
Robust design optimization of retaining wall backfilled with shredded tire in the face of earthquake hazards
verfasst von
Nadarajah Ravichandran
Lei Wang
Parishad Rahbari
C. Hsein Juang
Publikationsdatum
04.11.2020
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 2/2021
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-020-02038-9