Field measurements of grout pressures during tunnelling of the Sophia Rail Tunnel

Soils and Foundations

Volumn 44, Issue 1, 2004, Pages 39-48

  Bezuijen, A ^a   Talmon, A M ^b   Kaalberg, F J ^c   Plugge, R ^d  

^a GEODELFT   (Netherlands)

^b WL DELFT HYDRAULICS   (Netherlands)

^c WITTEVEEN BOS   (Netherlands)

^d Fugro Geoteam Limited   (United States)

Author keywords

Grouting; Lining; Monitoring on site; Rheology; Shear strength; Shield tunnelling method; Vane shear test (IGC: A10 C5 E3 K2)

Indexed keywords

BUOYANCY; DRILLING; LININGS; PRESSURE DISTRIBUTION; RHEOLOGY; SHEAR STRENGTH; TUNNELING (EXCAVATION); UNDERGROUND STRUCTURES;

MONITORING ON SITE; SHIELD TUNNELLING METHOD; VANE SHEAR STRESS;

GROUTING;

EID: 24744460756     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.39     Document Type: Article

References (7)

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