The construction of the tunnel for the Channel Tunnel Rail Link (CTRL) project in London afforded the opportunity to obtain valuable case studies on the effects of tunnelling on piled foundations. The tunnel alignment was generally set to avoid interaction with overhead structure, but due to the depth of penetration of the piles supporting major bridges, tunnelling had to be carried out relativ…
The fourth conference of The Road Engineering Association of Asia and Australasia, volume 3. Material/equipment, pp. 233-246
Large Bored Piles; Proceedings of the Symposium