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Design and Construction of a Piled Mountain with Engineered Municipal Construction Waste over Soft Clay

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Abstract

The deformation mechanism of engineered municipal construction waste (EMCW) is complicated and different from that of the traditional soil. A series of field tests and field measurements were performed on the piled mountain project to investigate the deformation characteristics of EMCW during the construction waste accumulation. Experimental studies revealed that EMCW was defined as a kind of heterogeneous soil with well-graded soil. The coefficients of uniformity were all greater than 10, while the coefficients of curvature were between 1 and 3. The permeability had approximately the same performance as the sandy gravel did. The field test results showed EMCW had the characteristics of small deformation and the time effect of loading. The p–s curves indicated that the bearing capacity of construction waste improved after 1 year’s filling. These phenomena were mostly caused by the complexity, diversity, and inhomogeneity of EMCW. According to the proposed control standards of settlement and lateral deformation, as a method of foundation treatment, EMCW was an effective way to build a large piled mountain on soft soil foundation.

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References

  • Augello AJ, Bray JD (1998) Dynamic properties of solid waste based on back-analysis of soil landfill. J Geotech Geoenviron Eng 124(3):211–222

    Article  Google Scholar 

  • Babu GLS, Fox PJ (1997) Discussion of ‘Municipal Landfill Biodegradation and Settlement’ by Dean K. Wall and Chris Zeiss. J Environ Eng 123(5):521

    Article  Google Scholar 

  • Bareither CA, Benson CH, Barlaz MA, Edil TB, Tolaymat TM (2010) Performance of North American bioreactor landfills. I: Leachate hydrology and waste settlement. J Environ Eng 136(8):824–838

    Article  Google Scholar 

  • Bareither CA, Breitmeyer RJ, Benson CH, Barlaz MA, Edil TB (2012) Deer track bioreactor experiment: a field-scale evaluation of municipal solid waste bioreactor performance. J Geotech Geoenviron Eng 138(6):658–670

    Article  Google Scholar 

  • Beaven RP, Powrie W (1995) Hydrogeological and geotechnical properties of refuse using a large scale compression cell. In: Proceedings, 5th international landfill symposium. CISA, S. Margherita di Pula, Cagliari, Italy, pp 745–760

  • Bjarngard A, Edgers L (1990) Settlement of municipal solid waste landfills. In: Proceedings, 13th annual Madison waste conference. University of Wisconsin-Madison, Madison, WI, pp 192–205

  • Christopher A Bareither, Craig H Benson, Tuncer B Edil (2012) Compression behavior of municipal solid waste: immediate compression. J Geotech Geoenviron Eng 138(9):1047–1062

    Article  Google Scholar 

  • Coduto DP, Huitric R (1990) Monitoring landfill movements using precise instruments. In: Landva AO, Knowles GD (eds) Geotechnics of waste fills-theory and practice, ASTM STP 1070. ASTM, Philadelphia, pp 358–370

    Chapter  Google Scholar 

  • Dixon N, Jones DRV (2005) Engineering properties of municipal solid waste. Geotext Geomembr 23(3):205–233

    Article  Google Scholar 

  • Dixon N, Langer U (2006) Development of a MSW classification system for the evaluation of mechanical properties. Waste Manag 26(3):220–232

    Article  Google Scholar 

  • Fassett JB (1994) Geotechnical properties of municipal solid waste and their use in landfill design. In: Waste Tech’94, landfill technology, technical proceedings, Charleston, SC, pp 13–14

  • Foose GJ, Benson CH, Edil TB (1996) Evaluating the effectiveness of landfill liners. In: Proceedings of the second international congress on environmental geotechnics, Japan, pp 139–148

  • Gotteland P, Lemarechal D, Richard P (1995) Analysis and monitoring of the stability of a domestic waste landfill. In: Proceedings, 5th international landfill symposium. CISA, S. Margherita di Pula, Cagliari, Italy, pp 777-787

  • Gotteland P, Gachet C, Vuillemin M (2001) Mechanical study of municipal solid waste landfill. In: Proceedings, 8th international waste management and landfill symposium. CISA, S. Margherita di Pula, Cagliari, Italy, pp 425–433

  • Hanson JL, Yesiller N, Von Stockhausen SA, Wong WW (2010) Compaction Characteristics of Municipal Solid Waste. J Geotech Geoenviron Eng 136(8):1095–1102

    Article  Google Scholar 

  • Hossain MS, Gabr MA (2009) The effect of shredding and test apparatus size on compressibility and strength parameters of degraded municipal solid waste. Waste Manag 29(9):2417–2424

    Article  Google Scholar 

  • Hossain MS, Gabr MA, Barlaz MA (2003) Relationship of compressibility parameters to municipal solid waste decomposition. J Geotech Geoenviron Eng 129(12):1151–1158

    Article  Google Scholar 

  • Hu MY, Chen YM (2001) Calculation for the settlement of MSW landfill. China Civ Eng J 34(6):88–92

    Google Scholar 

  • Hull RM, Krogmann U, Strom PF (2005) Composition and characteristics of excavation materials from a New Jersey Landfill. J Environ Eng 131(3):478–490

    Article  Google Scholar 

  • Jonathan DB, Dimitrios Z, Edward KJ et al (2009) Shear strength of municipal solid waste. J Geotech Geoenviron Eng 135(6):709–722

    Article  Google Scholar 

  • Jones DRV, Dixon N (2003) Stability of landfill lining systems: report I: literature review. R&D Technical report, Environment Agency, pp 1–385

  • Jones DRV, Dixon N (2005) Landfill lining stability and integrity: the role of waste settlement. Geotext Geomembr 23(1):27–53

    Article  Google Scholar 

  • Kavazangians S, Matasovic N, Bonaparte (2000) Evaluation of MSW properties for seismic analysis. In: Proceedings of geoenvironment. ASCE, New Orleans, pp 24–26

  • Kavazanjian E Jr (2001) Mechanical properties of municipal solid waste. In: Proceedings, 8th international waste management and landfill symposium, Sardinia’01, vol III. Environmental Sanitary Engineering Centre (CISA), Univ. of Padua, Padua, pp 415–424

  • Landva AO, Valsangkar AJ, Pelkey SG (2000) Lateral earth pressure at rest and compressibility of municipal solid waste. Cognition 37(6):1157–1165

    Google Scholar 

  • Liu R, Shi JY, Peng GX (2005) Experimental studies on mechanical behavior of refuse samples. Rock Soil Mech 26(1):108–112

    Google Scholar 

  • Manassero M, Pasqualini E (1996) Application of geosynthetics in a subsoil pollution containment and a hazardous waste landfill. In: Proceedings of the 1st European geosynthetics conference, 30 Sep–2 Oct 1996, p 583

  • Marques ACM, Filz GM, Vilar OM (2003) Composite compressibility model for municipal solid waste. J Geotech Geoenviron Eng 129(4):372–378

    Article  Google Scholar 

  • Morris DV, Woods CE (1990) Settlement and engineering considerations in landfill and final cover design. In: Landva X, Knowles X (eds) Geotechnics of waste fills-theory and practice, STP 1070. ASTM, West Conshohocken, pp 9–21

    Chapter  Google Scholar 

  • Reddy KR, Hettiarachchi H, Parakalla NS, Gangathulasi J, Bogner JE (2009) Geotechnical properties of fresh municipal solid waste at Orchard Hills landfill, USA. Waste Manag 29(2):952–959

    Article  Google Scholar 

  • Sharma HD, De A (2007) Municipal solid waste landfill settlement: postclosure perspectives. J Geotech Geoenviron Eng 133(6):619–629

    Article  Google Scholar 

  • Shi JY, Lu TH, Zhu JG et al (2001) Experimental study on deformation behavior of solid waste from Xiaping Rubbish-damping field. J Hohai Univ 29(supplement):131–134

    Google Scholar 

  • Sivakumar Babu GL, Reddy KR, Chouskey SK, Kulkarni HS (2010a) Prediction of long-term municipal solid waste landfill settlement using constitutive model. Pract Period Hazard Toxic Radioact Waste Manag 14(2):139–150

    Article  Google Scholar 

  • Sivakumar Babu GL, Reddy KR, Chouskey SK, Kulkarni HS (2010b) Constitutive model for municipal solid waste incorporating mechanical creep and biodegradation-induced compression. Waste Manag 30(1):11–22

    Article  Google Scholar 

  • Sowers GF (1973) Settlement of waste disposal fills. In: Proceeding of 8th international conference on soil mechanical and found engineering, Part 2, Moscow, pp 207–210

  • Trevorrow A, Joynes H, Wainwright PJ (1988) Recycling of concrete and demolition waste in the UK. In: Proc., 2nd International symposium on demolition and reuse of concrete and masonry, vol 2, Japan, pp 520–526

  • Xu ZZ, Huang SM (2003) Some comprehensive utilization proposals about the construction garbage in our country. Building Technique Development 30(7):109–110

    Google Scholar 

  • Zekkos D et al (2006) Unit weight of municipal solid waste. J Geotech Geoenviron Eng 132(10):1250–1261

    Article  Google Scholar 

  • Zhang ZY, Wu SM, Chen YM (2000) Experimental research on the parameter of life rubbish in city. Chin J Geotech Eng 22(1):38–42

    Google Scholar 

  • Zhu JG, Shi JY, Yan Y (2002) Experimental study on the strength behavior of solid waste. In: Proceedings of the 1st Chinese symposium on geoenviroment and geosynthetics. Zhejiang University Press, Hangzhou, pp 192–196

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Acknowledgements

The work described in this paper was funded by the Project (51378344) supported by the National Natural Science Foundation of China; Project (14JCYBJC21700) supported by the Tianjin Municipal Natural Science Foundation; Project (27) supported by the Tianjin Construction Committee Science and Technology Commission Foundation. Interactions with our other research collaborators, Dr. Hongqi Li, Zirui Wan, and Jijun Li were invaluable. The writers would like also to thank Wenzhen Zhang, Li Chen, Xuechao Wang and Jingjin Liu of Tianjin University for their help in the arrangement of field investigation data.

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Correspondence to Hua-yang Lei.

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Lei, Hy., Lu, Hb. & Bai, Jw. Design and Construction of a Piled Mountain with Engineered Municipal Construction Waste over Soft Clay. Geotech Geol Eng 35, 1341–1356 (2017). https://doi.org/10.1007/s10706-017-0180-5

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  • DOI: https://doi.org/10.1007/s10706-017-0180-5

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