Remediation of a railway embankment using geocells and deep soil mixing - a numerical analysis
Abstrakt
Progressive settlement of the embankment under the railway track near Ždár nad Sázavou, the Czech Republic, has been observed for many years. Immediate improvement was needed to secure the safety of the traffic and to increase the travel speed of the track. The reconstruction work consisted of deep soil mixing. Also, a load spreading geocell reinforced mattress was designed. The evaluation of the proposed solution by means of numerical modelling and associated laboratory testing is described in the paper.
Klíčová slova
Geocell, deep soil mixing, remediation, numerical modellingTrvalý odkaz
http://hdl.handle.net/11012/203916Typ dokumentu
Recenzovaný dokumentVerze dokumentu
Finální verze PDFZdrojový dokument
Acta Polytechnica CTU Proceedings. 2022, vol. 32, issue 1, p. 25-31.https://ojs.cvut.cz/ojs/index.php/APP/article/view/7859
Kolekce
- Ústav geotechniky [22]