The influence of tunnelling on adjacent piled foundations

Tunnelling and Underground Space Technology

Volumn 21, Issue 3-4, 2006, Pages 430-

  Lee, C J ^a   Jacobsz, S W ^b  

^a Samsung Heavy Industries   (South Korea)

^b Jones and Wagener   (South Africa)

Author keywords

[No Author keywords available]

Indexed keywords

AXIAL FLOW; LOCATION; NUMERICAL MODELS; SHEAR FLOW; TUNNELING (EXCAVATION); TUNNELS;

AXIAL FORCE DISTRIBUTION; GROUND SETTLEMENT; PILE-SETTLEMENT; PILED FOUNDATIONS; SHEAR TRANSFER MECHANISM; THREEDIMENSIONAL (3-D); TUNNEL CONSTRUCTION; TUNNEL EXCAVATION;

PILES;

EID: 34547252164     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2005.12.072     Document Type: Conference Paper

References (5)

1. Jacobsz, S.W. 2002. "The effects of tunnelling on piled foundations". PhD thesis, University of Cambridge.
2. Mroueh, H., & Shahrour, I. 1999. "Three dimensional analysis of the interaction between tunnelling and pile foundations". Numerical Methods in Geomechanics, Punde, Pietruszczak & Schweiger (Eds), Balkema, 397-402.
3. Pang, C. H., Yong, K.Y., Chow, Y.K., & Wang, J. 2005. "The response of pile foundations subjected to shield tunnelling", 5th Int'l Symposium Geotechnical Aspects of Underground Construction in Soft Ground, Balkema
4. Selemetas, D., Standing, J.R. & Mair, R.J. 2005. "The response of full-scale piles to tunnelling". 5th Int'l Symposium Geotechnical Aspects of Underground Construction in Soft Ground, Balkema
5. Vermeer, P.A., & Bonnier, P.G. 1991. "Pile settlements due to tunnelling". Proc 10th European Conference on Soil Mechanics and Foundation Engineering, Florence, Balkema, 2, 869-872.