Use of a Line of Piles to Prevent Damages Induced by Tunnel Excavation

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 137, Issue 3, 2010, Pages 254-262

  Bilotta, Emilio ^a   Russo, Gianpiero ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Damage; Excavation; Piles; Protective structures; Settlement; Tunnels

Indexed keywords

CENTRIFUGE TESTS; DAMAGE; FINITE-ELEMENT; GEOMETRICAL PARAMETERS; GROUND DISPLACEMENT; GROUND SURFACES; HORIZONTAL STRAIN; PROTECTIVE STRUCTURES; SETTLEMENT; SHALLOW TUNNEL; THREE-DIMENSIONAL (3D); TUNNEL EXCAVATION;

CENTRIFUGATION; CONCRETE CONSTRUCTION; PILE DRIVING; THREE DIMENSIONAL; TUNNELING (EXCAVATION);

PILES;

CENTRIFUGAL MODEL TEST; FINITE ELEMENT METHOD; PILE; SPACING; TUNNELING;

EID: 79952325052     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000426     Document Type: Article

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