Various use of diaphragm walls for construction of multilevel road junction Design and monitoring of displacements
Anna Ewa Siemińska-Lewandowska , Monika Mitew-Czajewska , Urszula Tomczak
The paper presents various use of diaphragm walls for the construction of four-level junction in Warsaw. Diaphragm walls were chosen as a best solution for abutments of 2 viaducts and 1 flyover, foundations (barrettes) under 7 pillars, 60 to 100cm thick retaining walls with total length of over 570 running meters. In the paper detailed technical descriptions, geotechnical conditions, predicted theoretical horizontal and vertical displacements of walls for all mentioned diaphragm wall applications are presented. Finally, the comparison of the results of theoretical analysis and real scale monitoring results (displacements measurements and load tests) in accordance with construction stages is presented and discussed.
|Publication size in sheets||0.5|
|Book||Pierre Delage,, Jacques Desrues, Roger Frank, Alain Puech, François Schlosser (eds.): Challenges and innovations in geotechnics : proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, 2013, Presses des Ponts, ISBN 978-2-85978-478-2|
|Score|| = 10.0, 23-10-2019, BookChapterMatConfByConferenceseries|
= 15.0, 23-10-2019, BookChapterMatConfByConferenceseries
|Publication indicators||= 0|
* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.