Prediction of shield tunneling influences on ground deformation based on the construction process

Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 5th International Conference of TC28 of the ISSMGE

Volumn , Issue , 2006, Pages 275-281

  Oota, H ^a   Nishizawa, K ^b   Hashimoto, T ^c   Nagaya, J ^c  

^a Osaka Municipal Transportation Bureau   (Japan)

^b Osaka Transportation Promotion Corporation   (Japan)

^c GEO RESEARCH INSTITUTE   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BACKFILL PRESSURE; CONSTRUCTION DATA; CONSTRUCTION PROCESS; DIFFERENTIAL PRESSURES; FEM ANALYSIS; GROUND DEFORMATIONS; IN-SITU OBSERVATIONS; INITIAL STRESS; LOADING CONDITION; LOADING MODELS; SHIELD TUNNELING;

EARTH BORING MACHINES; FINITE ELEMENT METHOD; SOIL MECHANICS; STRESS ANALYSIS;

DEFORMATION;

EID: 84856911417     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (1)

1. Kojima, S., Ohe, T., Hashimoto, T. & Nagaya, J., 2002, Relationship between construction condition of shield tunnel and ground deformation in diluvial clay deposit. 37th Japanese Geotechnical Society Conference (in Japanese).