Location
New York, New York
Date
15 Apr 2004, 4:15pm - 5:30pm
Abstract
Newdesign loads onMerano-Malles Railways Line required structural and ground improvement along the whole line and particularly on a couple of XIX century masonry arch bridges near Silandro village, N-E Italy, South Tyrol region. The need tominimize downward-settlements during ground improvement operation, alongwith the target to create a controlled upward liftup of treated footings, brought our design choice toward an extremely delicate and totally monitored Multistage-Multiport Low Pressure Grouting solution, based on Manchettes - pipe technique. A Successful Design concept, Grouting details, Monitoring results are presented in this paper.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
5th Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2004 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Volante, Mario; Scattolini, Elisabetta; and Pizzarotti, Enrico Maria, "Injection Consolidation under the Piers of the Railway Bridges for the Rehabilitation of Line Merano-Malles" (2004). International Conference on Case Histories in Geotechnical Engineering. 4.
https://scholarsmine.mst.edu/icchge/5icchge/session10/4
Injection Consolidation under the Piers of the Railway Bridges for the Rehabilitation of Line Merano-Malles
New York, New York
Newdesign loads onMerano-Malles Railways Line required structural and ground improvement along the whole line and particularly on a couple of XIX century masonry arch bridges near Silandro village, N-E Italy, South Tyrol region. The need tominimize downward-settlements during ground improvement operation, alongwith the target to create a controlled upward liftup of treated footings, brought our design choice toward an extremely delicate and totally monitored Multistage-Multiport Low Pressure Grouting solution, based on Manchettes - pipe technique. A Successful Design concept, Grouting details, Monitoring results are presented in this paper.
