Winkler model for axial deformation of compressible piles due to tunnelling
Attributed to:
Nonlinear Analysis of Piles and Pile Groups in Inhomogeneous Soil evaluated through Case Histories
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Digital Object Identifier: http://dx.doi.org/10.1201/9780429321559-68
Publication URI: http://dx.doi.org/10.1201/9780429321559-68
Type: Book Chapter
Book Title: Geotechnical Aspects of Underground Construction in Soft Ground (2021)
Page Reference: 523-528