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AbstractAbstract
[en] A series of structural analyses were performed to evaluate the interaction of the components of a potential two-component panel entryway seal configuration with each other and with the rock salt formation at the repository horizon of the Waste Isolation Pilot Plant. A two-dimensional axisymmetric geomechanical model of the configuration was used to evaluate a 30.5 m long seal, consisting of concrete end caps and a crushed salt core. 13 refs., 7 figs
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1988; 10 p; 29. U.S. symposium on rock mechanics; Minneapolis, MN (USA); 13-15 Jun 1988; CONF-880654--1; Available from NTIS, PC A02/MF A01; 1 as DE88004345; Portions of this document are illegible in microfiche products.
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