1 AIT Asian Institute of Technology

Complex variable solutions for tunneling-induced ground movements in clays

AuthorBituporn Tontavanich
Call NumberAIT Thesis no.GE-04-17
Subject(s)Functions of complex variables
Tunneling
Subsidences (Earth movements)
NoteA thesis submitted in pattial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
Series StatementThesis ; no. GE-04-17
AbstractSimple closed-form complex variable solution is presented for the prediction of the tunneling-induced ground movements of a circular tunnel in soft ground. The solution is derived by using the conformal mapping technique and the Laurent series expansion of analytic functions. The boundary conditions of a uniform radial stress and a uniform radial displacement at the tunnel opening are considered. The oval-shaped ground deformation pattern is also considered by imposing as the boundary condition at the tunnel opening. The difference between uniform radial and oval-shaped ground deformation patterns on ground deformations is investigated. The applicability of these proposed analytical solutions is then checked with five case records, which encompass a range of ground conditions from very stiff to soft clays, and compared with other approximate solutions. Generally good agreement of the predicted ground deformations can be seen with field observations for tunnels in uniform clay.
Year2005
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. GE-04-17
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentOther Field of Studies (No Department)
Academic Program/FoSGeotechnical Engineering (GE)
Chairperson(s)Park, Kyung-Ho
Examination Committee(s)Noppadol Phien-wej; Glawe, Ulrich
Scholarship Donor(s)Royal Thai Government Fellowship
DegreeThesis (M.Eng.) - Asian Institute of Technology, 2005


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