Constitutive Models for Municipal Solid Waste in Landfills

被引:9
作者
Kumar, Girish [1 ]
Reddy, Krishna R. [1 ]
机构
[1] Univ Illinois, Dept Civil & Mat Engn, 842 West Taylor St, Chicago, IL 60607 USA
来源
GEOTECHNICAL ENGINEERING IN THE XXI CENTURY: LESSONS LEARNED AND FUTURE CHALLENGES | 2019年
基金
美国国家科学基金会;
关键词
Municipal solid waste; landfills; constitutive model; settlement; shear strength; BEHAVIOR;
D O I
10.3233/STAL190096
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The effectiveness and safe operation of a municipal solid waste (MSW) landfill is determined by the hydraulic, mechanical, biological and thermal processes within the waste mass in landfill. The understanding of the behavior of MSW is further exacerbated by the simultaneous coupled interactions between the aforementioned processes. These complex interactions stand as a unique challenge in reliably predicting the overall performance of a landfill system. One of the most intricate issues in numerical modeling of MSW behavior in landfills is the prediction of mechanical response (strength and settlement) of the MSW under different stress states. Realistic representation and accurate prediction of the strength and deformation aspects of MSW is critical for analyzing the instability and integrity within the landfill and its components. In this regard, several researchers have formulated constitutive models to predict the stress-strain behavior of MSW. But these studies do make assumptions that omit some of the important characteristics that are unique to MSW, thus lacking the realistic representation of the MSW behavior in their mathematical formulation. This study presents a critical review of some of the most prominent constitutive models developed for MSW till today. The current research status and a practical approach to simulating the MSW mechanical behavior based on the review of the findings from the published literature is discussed. Finally, the key challenges that need to be addressed in accurate representation of the mechanics of MSW are highlighted.
引用
收藏
页码:654 / 662
页数:9
相关论文
共 14 条
[1]  
Babu G. L. S., 2010, Practice Periodical of Hazardous, Toxic and Radioactive Waste Management, V14, P139, DOI 10.1061/(ASCE)HZ.1944-8376.0000024
[2]   Constitutive model for municipal solid waste incorporating mechanical creep and biodegradation-induced compression [J].
Babu, G. L. Sivakumar ;
Reddy, Krishna R. ;
Chouksey, Sandeep K. .
WASTE MANAGEMENT, 2010, 30 (01) :11-22
[3]   Setting a challenge to landfill modellers [J].
Beaven, R. P. ;
Ivanova, L. K. ;
Richards, D. J. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WASTE AND RESOURCE MANAGEMENT, 2008, 161 (03) :91-98
[4]   Constitutive model for municipal solid waste considering the effect of biodegradation [J].
Feng, S. -J. ;
Cao, B. -Y. ;
Bai, Z. -B. ;
Yin, Z. -Y. .
GEOTECHNIQUE LETTERS, 2016, 6 (04) :244-249
[5]   Numerical modeling of the long term behavior of Municipal Solid Waste in a bioreactor landfill [J].
Hubert, J. ;
Liu, X. F. ;
Collin, F. .
COMPUTERS AND GEOTECHNICS, 2016, 72 :152-170
[6]   Modelling chemo-hydro-mechanical behaviour of unsaturated clays: a feasibility study [J].
Liu, Z ;
Boukpeti, N ;
Li, X ;
Collin, F ;
Radu, JP ;
Hueckel, T ;
Charlier, R .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2005, 29 (09) :919-940
[7]   A shear hardening plasticity model with nonlinear shear strength criterion for municipal solid waste [J].
Lu, Xilin ;
Xue, Dawei ;
Huang, Maosong ;
Lim, Keng-Wit .
COMPUTERS AND GEOTECHNICS, 2018, 104 :207-215
[8]   Constitutive model for long term municipal solid waste mechanical behavior [J].
Machado, S. L. ;
Vilar, O. M. ;
Carvalho, M. F. .
COMPUTERS AND GEOTECHNICS, 2008, 35 (05) :775-790
[9]   A constitutive framework to model the undrained loading of municipal solid waste [J].
Machado, Sandro Lemos ;
Vilar, Orencio Monje ;
Carvalho, Miriam de Fatima ;
Karimpour-Fard, Mehran .
COMPUTERS AND GEOTECHNICS, 2017, 85 :207-219
[10]   Constitutive model for municipal solid waste [J].
Machado, SL ;
Carvalho, MF ;
Vilar, OM .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2002, 128 (11) :940-951