Stability of bioreactor landfills with leachate injection configuration and landfill material condition

被引:14
作者
Byun, Byungkwon [1 ,2 ]
Kim, Incheol [2 ]
Kim, Garam [2 ]
Eun, Jongwan [3 ]
Lee, Junhwan [2 ]
机构
[1] Kyungdong Engn Co Ltd, Geotech & Tunneling Div, Anyang, South Korea
[2] Yonsei Univ, Sch Civil & Env Engn, Seoul, South Korea
[3] Univ Nebraska, Dept Civil Engn, Lincoln, NE 68588 USA
基金
新加坡国家研究基金会;
关键词
Bioreactor landfill; Leachate injection; Waste; Landfill stability; Subgrade; MUNICIPAL SOLID-WASTE; UNSATURATED HYDRAULIC-PROPERTIES; SHEAR-STRENGTH; VERTICAL WELLS; GEOTECHNICAL PROPERTIES; LIQUIDS ADDITION; SLOPE STABILITY; FLOW MODEL; RECIRCULATION; DESIGN;
D O I
10.1016/j.compgeo.2019.01.006
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this study, the design factors of bioreactor landfill were investigated using the coupled leachate-infiltration and slope-stability analyses for various conditions of leachate injection, subgrade, and landfill waste. The factor of safety (FS) decreased with leachate injection where larger and faster reduction of FS was observed for higher injection pressure. The upper-placed injection pipes within landfill induced larger wet zone. The number of injection pipe indicated some effect on FS for the lower-placed case. The optimum location of injection pipes was at heights above Y/H = 0.33. The highest location of injection pipes should be identified considering landfill property and geometry conditions. Shallower and smaller slip surface within landfill was formed for strong subgrade whereas deeper, larger slip surface with lower FS was formed for soft subgrade. For low-compaction landfills, leachate injection reached the steady state and perched leachate was formed. The values of FS for high- and low-compaction cases were similar for soft subgrade indicating that the compaction of landfill waste does not affect the overall stability of landfill significantly for soft subgrades.
引用
收藏
页码:234 / 243
页数:10
相关论文
共 42 条
[1]  
[Anonymous], 2004, 199712004 EN
[2]  
[Anonymous], 2008, GEOTECHNICAL SPECIAL, DOI DOI 10.1061/41146(395
[3]   Effects of Waste Composition and Decomposition on the Shear Strength of Municipal Solid Waste [J].
Bareither, Christopher A. ;
Benson, Craig H. ;
Edil, Tuncer B. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2012, 138 (10) :1161-1174
[4]   Shear Strength of Municipal Solid Waste [J].
Bray, Jonathan D. ;
Zekkos, Dimitrios ;
Kavazanjian, Edward, Jr. ;
Athanasopoulos, George A. ;
Riemer, Michael F. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (06) :709-722
[5]  
Caicedo B., 2002, P 4 INT C ENV GEOT 4
[6]   A two-dimensional gas flow model for layered municipal solid waste landfills [J].
Feng, Shi-Jin ;
Zheng, Qi-Teng .
COMPUTERS AND GEOTECHNICS, 2015, 63 :135-145
[7]  
Fredlund DG, 1993, SOIL MECH UNSATURATE, DOI [10.1002/9780470172759, DOI 10.1002/9780470172759]
[8]  
GABR MA, 1995, GEOTECH TEST J, V18, P241
[9]  
Geo-slope International, 2015, SEEP MOD SEEP W
[10]  
Giri R.K. Reddy., 2013, Proceeding from Air and Waste Management Association, 106th Annual Conference Exhibition, Pittsburgh, PA, USA, P1