Influence of tunnelling on the behaviour of existing piled foundations

BGA International Conference on Foundations, Innovations, Observations, Design and Practice

Volumn , Issue , 2003, Pages 635-644

  McNamara, A M ^a   Taylor, R N ^a   Stallebrass, S E ^a   Romano, M C ^a  

^a CITY UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CENTRIFUGE TESTING; PILE CAPACITY;

ACCIDENT PREVENTION; CENTRIFUGES; CLAY; PILE FOUNDATIONS; PILES; RESEARCH; SOILS; STEEL STRUCTURES; STIFFNESS; STRESSES; STRUCTURAL LOADS; TUNNELS;

TUNNELING (EXCAVATION);

EID: 3042842878     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Grant RJ, (1998). Movement around a tunnel in two-layer ground. PhD Thesis, City University.
2. McNamara AM, Taylor RN, (2002). Use of heave reducing piles to control ground movements around excavations. Proceedings of International Conference on Physical Modelling in Geotechnics, St John's, Newfoundland, pp 847-852.
3. Schofield AN, Taylor RN, (1988). Development of standard geotechnical centrifuge operations. Centrifuge 88, Ed Corté, Balkema, Rotterdam, pp 29-32.
4. Taylor RN, Grant RJ, Robson S, Kuwano J, (1998). An image analysis system for determining plane and 3-D displacements in soil models. Centrifuge 98, Kimura, Kusakabe and Takemura (Eds), Balkema, Rotterdam, pp 73-78.