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Keywords: liner
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Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-597
... & Gas liner Reservoir Characterization orientation plane Gauss instability increment Artificial Intelligence Displacement vector plot separation closing plane elastic-plastic model failure mechanism structural unit compliance matrix MPa ith plane underground cavity deformation...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-111
... ABSTRACT: Soil and groundwater can be easily contaminated by the infiltration of landfill leachate and petroleum hydrocarbons. Leakage of leachate and petroleum hydrocarbons is induced from the damage of liners or underground storage tanks(USTs). Leakage detection system can be effectively...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-121
... an incubation period of between ten and twenty-one days. Health & Medicine Fluid Dynamics flow in porous media container liner solid waste management virus immunology robert carr HDPE groundwater quarantine zone associate pty ltd blood tree road newcastle disease sandstone landfill...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-107
... ABSTRACT: A database is described that contains results of laboratory measurements of hydraulic conductivity and associated soil properties performed on compacted clay samples from two Belgian landfills. The measurements were conducted on a base liner of one landfill and a capping liner...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-123
... for hazardous and solid waste landfill designs focused the industry toward composite liners consisting of geomembranes and compacted soil. However, in the mid-1980s, resurgence into the use of asphalt concrete for waste isolation was initiated by the US Department of Energy in their quest for very-long-term...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-028
... methodologies, and selecting a cost effective solution that meets the engineering requirements. When appropriately designed and installed, geosynthetics provide a cost effective alternative to more traditional techniques. This paper highlights a few examples. The potential for Geosynthetic Clay Liners (GCL's...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-109
... ABSTRACT: The function of compacted clay layers used as liner or covers of landfills is directly affected as soon as cracks originate. The objective of the research project is to investigate the formation of cracks due to desiccation of clayey soils. Desiccation takes place by temperature...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-105
...THE DOUBLE LAYER CLAY LINER WITH CRUSHED LIMESTONE STREAK FOR PHOSPHOGYPSUM LAND TAILING Vsevolod M. Pavilonsky1 ABSTRACT Here are the results of the long-term (74 611days) investigation of the two models of compacted clay liners (a single layer and a double layer with crushed limestone streak...
Proceedings Papers
Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-066
..., and the stress build up in the cast-in-place concrete liner. The project, the local geology and the instrumentation program is described. The field observations are discussed with particular emphasis on their interpretation to determine the in situ stress field. ZUSAMMENFASSUNG Ein 235 m tiefer...
Proceedings Papers
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-160
... inner tunnellin e r lem) Fig. 7 Variation of bendi.I}grrarent with thiclmess of tunnel liner ditions ~rised the following: - Initial state of stress - Excavation of tunnel with local lowering of ground water table am placenent of shotcrete shell - Installation of inner reinforced concrete liner...