1 AIT Asian Institute of Technology

Predictions of ground movements due to tunneling of Bangkok sewer and MRT blue line by analytical methods and 2D FEM

AuthorPham Manh Du
Call NumberAIT Thesis no.GE-02-17
Subject(s)Tunneling Thailand Bangkok

NoteA thesis submitted in partial fulfillment of the requirements for the degree of Masters of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
Series StatementThesis ; no. GE-02-17
AbstractThe Bangkok sewer and MRT Blue line tunnels are used to evaluate the prediction of sh01t-term undrained ground deformations in Bangkok subsoils, by the analytical solutions and 2D numerical analysis using PLAXIS software. The gap parameters are estimated following the procedure suggested by Lee et al. (1992), and presented in equivalent ground loss proposed by Loganathan and Poulos (1998). The estimated equivalent ground losses are compared with those back-calculated from observed surface settlements by using empirical method (Peck's method). The estimated gap parameters are then used for 2D numerical analysis using PLAXIS and analytical solutions by Verruijt & Booker (1996), Loganathan & Poulos (1998), and Bobet (2001). With an appropriate estimation of the gap parameter in small soil yielding condition, the analytical methods appear to be useful for a preliminary design of tunnel to predict the tunneling-induced settlements in Bangkok subsoil. While the analytical solutions underpredict the settlements in soft clay layer where the elastoplastic deformation is significant, numerical analyses can cover these cases and give reasonable agreement with field observations. A modification of Bobet (2001) solution is obtained by considering the oval-shaped pattern of radial ground movement around the tunnel section and by investigating for the two extreme conditions at the ground-liner interface. The ground deformations are effected by this oval-shaped pattern as the ground-liner interface is no slip, but not effected as this interface condition is full slip.
Year2003
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. GE-02-17
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSGeotechnical Engineering (GE)
Chairperson(s)Park, Kyung-Ho;
Examination Committee(s)Takemura, Jiro;Glawe, Ulrich ;
Scholarship Donor(s)Transport Engineering Designed Inc. South (TEDI-South), Vietnam;
DegreeThesis (M.Eng.) - Asian Institute of Technology, 2003


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