Hydrogeological characterization of Suzhou landfill of municipal solid wastes

Geotechnical Special Publication

Volumn , Issue 177, 2008, Pages 248-255

  Zhan, Tony L T ^a   Ling, Daosheng ^a   Zhang, Wen Jie ^a   Chen, Yunmin ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

FIELD CAPACITY; FIELD MEASUREMENT; HYDRAULIC PROPERTIES; HYDROGEOLOGICAL; HYDROGEOLOGICAL CONDITIONS; LABORATORY MEASUREMENTS; LABORATORY STUDIES; LABORATORY TEST; LEACHATE; LEACHATE LEVELS; MUNICIPAL SOLID WASTE; MUNICIPAL SOLID WASTE LANDFILLS; SOUTHERN CHINA; WASTE COMPOSITION; WATER PERMEABILITY;

CHANNEL CAPACITY; ELECTRIC FIELD MEASUREMENT; GROUNDWATER; HYDROGEOLOGY; LEACHATE TREATMENT; LEACHING; POLLUTION; PORE PRESSURE; SOIL TESTING; SOLID WASTES; WASTE MANAGEMENT;

REFUSE DISPOSAL;

EID: 66449116976     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40970(309)31     Document Type: Conference Paper

References (5)

1. Elzeftawy A and Cartwright K. (1981). Evaluating the saturated and unsaturated hydraulic conductivity of soils, in Permeability and Groundwater contaminant Transport, ASTM STP 746, pp.168-181.
2. Oweis, I. S., Smith, D. A., Ellwood, R. B., Greene, D. S. (1990). Hydraulic characteristics of municipal refuse. Journal of Geotechnical Engineering. Vol. 116, No. 4, pp. 539-553.
3. Qian, X. D. Koerner, R.M., Gray, D.H., (2001). Geotechnical aspects of landfill design and construction. Prentice-Hall, Inc, New Jersey.
4. Schroeder, P. R., Dozier, T. S., Zappi, P. A. and Aziz, N. M. (1994). The Hydrologic Evaluation of Landfill Performance (HELP) Model: Engineering Documentation for Version 3. EPA/600/R- 94/168b, U.S. Environmental Protection Agency Office of Research and Development. Washington, DC, September.
5. Zornberg, J.G, Jernigan, B.L., Sanglerat, T..R., Cooley, B. H., (1999). Retention of free liquids in landfills undergoing vertical expansion. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 125 (7): 583-594.