Structural Safety Security of Objects with an Underground Part by Transformation of Soil Properties: Alabyano-Baltic Tunnel in Moscow

Design and technological decisions aimed at ensuring the structural stability of a tunnel, built under complicated engineering-geological conditions, after a prolonged interruption of the construction work are examined. The measures taken to restore the carrying capacity of the reinforced concrete s...

Full description

Saved in:
Bibliographic Details
Published in:Soil mechanics and foundation engineering 2017-05, Vol.54 (2), p.137-141
Main Authors: Il’ichev, V. A., Nikiforova, N. S., Gotman, Yu. A.
Format: Article
Language:English
Subjects:
Carrying capacity
Civil Engineering
Concrete structures
Construction engineering
Earth and Environmental Science
Earth Sciences
Foundations
Geoengineering
Geotechnical engineering
Geotechnical Engineering & Applied Earth Sciences
Geotechnical Monitoring
Hydraulics
Interruption
Reinforced concrete
Soil properties
Structural safety
Structural stability
Citations: Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:Design and technological decisions aimed at ensuring the structural stability of a tunnel, built under complicated engineering-geological conditions, after a prolonged interruption of the construction work are examined. The measures taken to restore the carrying capacity of the reinforced concrete structures and eliminate water shows in the tunnel as well as the results of geotechnical monitoring are analyzed.
ISSN:0038-0741
1573-9279
DOI:10.1007/s11204-017-9446-4