2026-09-23T12:24:03Zhttps://iris.polito.it/oai/request

oai:iris.polito.it:11583/25044042023-05-17T02:10:16Zcom_11583_2614433com_11583_2614425col_11583_2614423

Tunnels in swelling ground: simulation of 3D stress paths by triaxial laboratory testing BARLA, MARCO Barla, Marco Tunnel swelling laboratory testing Settore ICAR/07 - Geotecnica The research is devoted to study the swelling behaviour in tunnels. A new triaxial testing procedure is developed, which is able to quantify the swelling behaviour of soft rocks and stiff soils. The Caneva Clay is tested both by conventional oedometer swelling tests and by the new triaxial test. The swelling parameters of the clay are quantified for predictive analyses of the swelling behaviour at the tunnel scale. 1999 info:eu-repo/semantics/doctoralThesis http://hdl.handle.net/11583/2504404 10.6092/polito/porto/2504404 eng numberofpages:180 info:eu-repo/semantics/openAccess STAMPA Politecnico di Torino country:Italy license:Pubblico - Tutti i diritti riservati