SPH-based numerical simulations of flow slides in municipal solid waste landfills

Waste Management and Research

Volumn 31, Issue 3, 2013, Pages 256-264

  Huang, Yu ^a,b   Dai, Zili ^b   Zhang, Weijie ^b   Huang, Maosong ^a,b  

^a Tongji University   (China)

^b TONGJI UNIVERSITY   (China)

Author keywords

flow slide; large deformation; Municipal solid waste; run out analysis; smoothed particle hydrodynamics

Indexed keywords

FLOW SLIDES; GOVERNING EQUATIONS; LARGE DEFORMATIONS; MESH-FREE PARTICLE METHODS; MUNICIPAL SOLID WASTE (MSW); MUNICIPAL SOLID WASTE LANDFILLS; RUN OUTS; SMOOTHED PARTICLE HYDRODYNAMICS;

COMPUTER SIMULATION; LAND FILL; MUNICIPAL SOLID WASTE; NAVIER STOKES EQUATIONS;

HYDRODYNAMICS;

ACCURACY ASSESSMENT; FLOW MODELING; LANDFILL; MUNICIPAL SOLID WASTE; NAVIER-STOKES EQUATIONS; SIMULATION; SLIDING;

ARTICLE; COMPUTATIONAL FLUID DYNAMICS; FLUIDIZATION; GRAVITY; HYDRODYNAMICS; LANDFILL; LIQUEFACTION; MUNICIPAL SOLID WASTE; PHYSICAL MODEL; PRIORITY JOURNAL; SHEAR STRESS; SMOOTH PARTICLE HYDRODYNAMICS; VISCOSITY;

BOSNIA-HERZEGOVINA; COMPUTER SIMULATION; HYDRODYNAMICS; MODELS, THEORETICAL; REFUSE DISPOSAL; REPRODUCIBILITY OF RESULTS; SOLID WASTE;

BANDUNG; BOSNIA AND HERZEGOVINA; INDONESIA; SARAJEVO; WEST JAVA;

EID: 84874860821     PISSN: 0734242X     EISSN: 10963669     Source Type: Journal    
DOI: 10.1177/0734242X12470205     Document Type: Article

References (46)

1. Bacas BM, Konietzky H, Berini JC, et al. A new constitutive model for textured geomembrane/geotextile interfaces. Geotextiles and Geomembranes. 2011 ; 29: 137-148
2. Bergadoa DT, Ramanab GV, Varun HIS. Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand. Geotextiles and Geomembranes. 2006 ; 24: 371-393
3. Blight GE. Slope failures in municipal solid waste dumps and landfills: a review. Waste Management & Research. 2008 ; 26 (5). 448-63
4. Chang M. A 3D slope stability analysis method assuming parallel lines of intersection and differential straining of block contacts. Canadian Geotechical Journal. 2002 ; 39 (4). 799-811
5. Chang M. Three-dimensional stability analysis of the Kettleman Hills landfill slope failure based on observed sliding-block mechanism. Computers and Geotechnics. 2005 ; 32: 587-599
6. Chen JK, Beraun JE. A generalized smoothed particle hydrodynamics method for nonlinear dynamic problems. Computer Method in Applied Mechanics and Engineering. 2000 ; 190 (1-2). 225-239
7. Chen YM, Luo CY, Ke H. Geotechnical properties of municipal solid waste in China. Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering ; 2003 ; 2003. 365.
8. Chen Z, Yuan J. An extended environmental multimedia modeling system (EEMMS) for landfill case studies. Environmental Forensics. 2009 ; 10: 336-346
9. Cho YM, Koa JH, Chi LQ, et al. Food waste impact on municipal solid waste angle of internal friction. Waste Management. 2011 ; 31 (1). 26-32
10. Chugh AK, Stark TD, DeJong KA. Reanalysis of a municipal landfill slope failure near Cincinnati, Ohio, USA. Canadian Geotechnical Journal. 2007 ; 44 (1). 33-53
11. Cleary PW, Prakash M, Ha J. Novel applications of smoothed particle hydrodynamics (SPH) in metal forming. Journal of Materials Processing Technology. 2006 ; 177 (1-3). 41-48
12. Coumoulos DG., Koryalos TP, Metaxas IL, et al, et al. Geotechnical investigation at the main landfill of Athens. Proceedings Sardinia 95, Fifth International Landfill Symposium ; 1995 ; 1995. 885.
13. Eid HT. Shear strength of geosynthetic composite systems for design of landfill liner and cover slopes. Geotextiles and Geomembranes. 2011 ; 29 (3). 335-344
14. Fang JN, Owens RG, Tacher L, et al. A numerical study of the SPH method for simulating transient viscoelastic free surface flows. Journal of Non-Newtonian Fluid Mechanics. 2006 ; 139 (1-2). 68-84
15. Gingold RA, Monaghan JJ. Smoothed particle hydrodynamics: theory and application to non-spherial stars. Monthly Notices of the Royal Astronomical Society. 1977 ; 181: 375-389
16. Huang Y, Dai ZL, Zhang WJ, et al. Visual simulation of landslide fluidized movement based on smoothed particle hydrodynamics. Natural Hazards. 2011a ; 59 (3). 1225-1238
17. Huang Y, Zhang WJ, Mao WW, et al. Flow analysis of liquefied soils based on smoothed particle hydrodynamics. Natural Hazards. 2011b ; 59 (3). 1547-1560
18. Huang Y, Zhang WJ, Xu Q, et al. Run-out analysis of flow-like landslides triggered by the Ms 8.0 2008 Wenchuan earthquake using smoothed particle hydrodynamics. Landslides. 2012 ; 9 (2). 275-283
19. Hadush S, Yashima A, Uzuoka R. Importance of viscous fluid characteristics in liquefaction induced lateral spreading analysis. Computers and Geotechnics. 2000 ; 27 (3). 199-224
20. Johnson GR, Petersen EH, Stryk RA. Incorporation of an SPH option into the EPIC code for a wide range of high velocity impact computations. International Journal of Impact Engineering. 1993 ; 14 (1-4). 385-394
21. Karekal S, Das R, Mosse L, et al. Application of a mesh-free continuum method for simulation of rock caving processes. International Journal of Rock Mechanics and Mining Sciences. 2011 ; 48 (5). 703-711
22. Koelsch F, Fricke K, Mahler C, et al. Stability of landfills-the Bandung dumpsite disaster. Proceedings of the Tenth International Waste Management and Landfill Symposium ; 2005 Sardinia, Cagliari, Italy ; 2005..
23. Libersky LD, Petschek AG, Carney TC, et al. High strain Lagrangian hydrodynamics: a three dimensional SPH code for dynamic material response. Journal of Computational Physics. 1993 ; 109 (1). 67-75
24. Liu CL, Zhang Y, Zhang F, et al. Assessing pollutions of soil and plant by municipal waste dump. Environmental Geology. 2007 ; 52 (4). 641-651
25. Liu MB, Liu GR. Smoothed particle hydrodynamics (SPH): an overview and recent developments. Archives of Computational Methods in Engineering. 2010 ; 17 (1). 25-76
26. Liu XL, Si WJ, Zhu CY, et al. Analysis on stability of liner system located in slope of municipal solid waste landfill. Proceedings of the 7th International Symposium on Safety Science and Technology (ISSST) ; 2010 Hangzhou, China. ; 2010..
27. Lu Y, Wang ZQ, Chong KR. A comparative study of buried structure in soil subjected to blast load using 2D and 3D numerical simulations. Soil Dynamics and Earthquake Engineering. 2005 ; 25 (4). 275-288
28. Lucy LB. A numerical approach to the testing of the fission hypothesis. Astronomical Journal. 1977 ; 82 (12). 1013-1024
29. Machado SL, Karimpour-Fard M, Shariatmadari N, et al. Evaluation of the geotechnical properties of MSW in two Brazilian landfills. Waste Management. 2010 ; 30 (12). 2579-2591
30. Ministry of Environmental Pretection of the People's Republic of China. (2011) The Communique on China's Environmental Conditions. Available at: http://jcs.mep.gov.cn/hjzl/zkgb/2010zkgb/201106/t20110602-211569.htm. (accessed 03/06/2011) (in Chinese).
31. Mitchell JK, Seed RB, Seed HB. Kettleman Hills waste landfill slope failure. I. Liner-system properties. Journal of Geotechnical Engineering. 1990 ; 116 (4). 647-668
32. Monaghan JJ. Simulating free surface flows with SPH. Journal of Computational Physics. 1994 ; 110: 399-406
33. Monaghan JJ, Lattanzio JC. A refined particle method for astrophysical problems. Astronomy and Astrophysics. 1985 ; 149 (1). 135-143
34. Nie YF, Niu DJ, Bai QZ. The management of municipal solid waste in China. Journal of Environmental Science and Health Part A-Toxic/Hazardous Substances & Environmental Engineering. 2000 ; 35 (10). 1973-1980
35. Randles PW, Libersky LD. Smoothed particle hydrodynamics: Some recent improvements and applications. Computer Methods in Applied Mechanics and Engineering. 1996 ; 139: 375-408
36. Reddy KR, Hettiarachchi H, Parakalla NS, et al. Geotechnical properties of fresh municipal solid waste at Orchard Hills Landfill, USA. Waste Management. 2009 ; 29 (2). 952-959
37. Sanchez-Alciturri JM, Palma J, Sagaseta C, et al. Mechanical properties of wastes in a sanitary landfill. Proceedings of the Green '93, Waste Disposal by Landfill ; 1993 Bolton, UK ; 1993. 357.
38. Sigalotti LD, Lopez H, Trujillo L. An adaptive SPH method for strong shocks. Journal of Computational Physics. 2009 ; 228 (16). 5888-5907
39. Stark TD, Poepple AR. Landfill liner interface strengths from torsional-ring-shear tests. Journal of Geotechnical Engineering, ASCE. 1994 ; 120 (3). 597-615
40. Uzuoka R, Yashima A, Kawakami T, et al. Fluid dynamics based prediction of liquefaction induced lateral spreading. Computers and Geotechnics. 1998 ; 22 (3/4). 243-282
41. Wang HT, Nie YF. Municipal solid waste characteristics and management in China. Journal of the Air & Waste Management Association. 2001 ; 51: 250-263
42. Wang ZQ, Lu Y, Hao H, et al. A full coupled numerical analysis approach for buried structures subjected to subsurface blast. Computers and Structures. 2005 ; 83 (4-5). 339-356
43. Xiong HB, Chen LH, Lin JZ. Smoothed particle hydrodynamics modeling of free surface flow. Journal of Hydrodynamics. 2006 ; 18 (1). 443-445
44. Yu L, Batlle F. A hybrid method for quasi-three-dimensional slope stability analysis in a municipal solid waste landfill. Waste Management. 2011 ; 31 (12). 2484-2496
45. Zekkos D, Athanasopoulos GA, Bray JD, et al. Large-scale direct shear testing of municipal solid waste. Waste Management. 2010 ; 30 (8-9). 1544-1555
46. Zhan LT, Chen YM, Ling WA. Shear strength characterization of municipal solid waste at the Suzhou landfill, China. Engineering Geology. 2008 ; 97 (3-4). 97-111