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Soil mass stability analysis of circular unlined loess tunnel under earthquake action
Soil mass stability analysis of circular unlined loess tunnel under earthquake action
Soil mass stability analysis of circular unlined loess tunnel under earthquake action
International Symposium on Geomechanics and Geotechnics : from Micro to Macro ; 2010 ; Shanghai, China
01.01.2010
8 pages
Includes bibliographical references and index
Aufsatz (Konferenz)
Englisch
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