Ground movement induced by parallel EPB tunnels in silty soils

Tunnelling and Underground Space Technology

Volumn 26, Issue 1, 2011, Pages 163-171

  Chen, R P ^a   Zhu, J ^a   Liu, W ^a   Tang, X W ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

EPBS; Field measurement; Parallel tunnels; Pore pressure; Soil movement

Indexed keywords

ADJACENT STRUCTURES; CONSTRUCTION PROCEDURES; EARTH PRESSURE BALANCED SHIELDS; EPBS; FIELD MEASUREMENT; FIELD MONITORING; GEOTECHNICAL CONDITIONS; GROUND MOVEMENT; GROUND SUBSIDENCE; GROUND SURFACES; HORIZONTAL DISPLACEMENTS; IN-SITU; LONGITUDINAL DIRECTION; PARALLEL TUNNELS; SHAPE DISTRIBUTION; SILTY SOILS; SOIL MOVEMENT; SOIL MOVEMENTS; SOIL SETTLEMENTS; SOIL STRESS; SQUEEZING EFFECT; TRANSVERSE DIRECTIONS; TUNNEL EXCAVATION; URBAN AREAS;

EARTHQUAKE RESISTANCE; EXCAVATION; PORE PRESSURE; SOILS; SUBSIDENCE; SUPPORTS;

SOIL SURVEYS;

DISPLACEMENT; EXCAVATION; GROUND MOVEMENT; PORE PRESSURE; SILTY SOIL; SOIL HORIZON; TUNNEL; URBAN AREA;

EID: 78349311651     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2010.09.004     Document Type: Article

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