Recent dutch experiences in developing structural monitoring systems for shield driven tunnels

Heron

Volumn 48, Issue 1, 2003, Pages 65-78

  Van Oosterhout, G P C ^a  

^a TNO   (Netherlands)

Author keywords

Monitoring; Shield driven tunnels; Structural behaviour

Indexed keywords

CIVIL ENGINEERING; COMPUTATIONAL COMPLEXITY; FINITE ELEMENT METHOD; STRAIN MEASUREMENT; STRESS ANALYSIS; STRUCTURAL ANALYSIS; TUNNEL LININGS;

SHIELD DRIVEN TUNNELS;

RAILROAD TUNNELS;

EID: 0242497715     PISSN: 00467316     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Review

References (5)

1. th ECSMGE, Amsterdam, 1999.
2. K.J. Bakker, W. van Schelt J.W. Plekkenpol, Predictions and a monitoring scheme with respect to the boring of the Second Heinenoordtunnel, Proc. TC28, London, 1996.
3. K.J. Bakker, Soil retaining structures; development of models for structural analysis, Ph.D. thesis Delft University of Technology, Delft, 2000.
4. C.B.M Blom, H.C.W. Duurland, G.P.C. van Oosterhout, P.S. Jovanovic, Three-dimensional structural analyses and design of segmented tunnel lining at construction stage, Proc. 4th Eur. Conf. on Num. Methods in Geotechnical Engineering, Udine, 1998.
5. C.B.M Blom & G.P.C. van Oosterhout, Full-scale laboratory tests on a segmented lining, Summary report, Projectorganisation HSL South, Delft, 2001.