Tunnel stability and arching effects during tunneling in soft clayey soil

Tunnelling and Underground Space Technology

Volumn 21, Issue 2, 2006, Pages 119-132

  Lee, C J ^a   Wu, B R ^b   Chen, H T ^a   Chiang, K H ^a  

^a NATIONAL CENTRAL UNIVERSITY   (Taiwan)

^b NATIONAL SCIENCE AND TECHNOLOGY CENTER FOR DISASTER REDUCTION   (Taiwan)

Author keywords

Arching effect; Centrifuge modeling; Numerical modeling; Tunnel stability

Indexed keywords

CLAY; COMPUTER SIMULATION; MATHEMATICAL MODELS; MECHANICAL PROPERTIES; NUMERICAL ANALYSIS; PORE PRESSURE;

ARCHING EFFECT; CENTRIFUGE MODELING; EXCESS PORE WATER PRESSURE GENERATION; SOFT CLAYEY SOIL; SURFACE SETTLEMENT TROUGHS; TUNNELING STABILITY;

TUNNELING (EXCAVATION);

GROUND CONDITIONS; SOFT CLAY; TUNNELING;

EID: 30044433359     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2005.06.003     Document Type: Article

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