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Analysis of interaction of prefabricated reinforced concrete tunnel with subsoil

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PL
Abstracts
PL
The paper presents the results of analyses of numerical interaction between a tunnel made of reinforced concrete prefabricated with backfill and stratified ground. A number of variants of foundation have been discussed: gravel cushion, on an additional concrete strip, and on a cap based on jet-grouting columns. The grounds in the simulations were described using the Coulomb-Mohr model.
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online
2016-04-26
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bwmeta1.element.ojs-nameId-6e3e8ea9-5a94-37a7-828b-e6cd5da23db6-year-2016-article-6094
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