1 AIT Asian Institute of Technology

Impact of seismicity on tunnel structures : a review for Thailand context

AuthorKaisorn Sarapagdee
Call NumberAIT Thesis no.GE-14-07
Subject(s)Earthquake hazard analysis--Thailand
Tunnels--Earthquake effects

NoteA thesis submitted in partial fulfillment of the re quirements for the degree of Master of Engineering in Geotechnical and Earth Resources Engineering
PublisherAsian Institute of Technology
Series StatementThesis ; no. GE-14-07
AbstractThis study deals with a simple numerical procedure for evaluating behavioral responses of tunnel linings (Circular shape, D-shap e, and Horseshoe shape) during an earthquake. The simulation considered for configura tion of tunnel namely single and twin tunnels. The linear analysis simulation were made u sing ANSYS software, and the nonlinear earthquake behavior of the velocity ground motion t ime histories in horizontal and vertical components of 2014 Mae Lao Earthquake, in Northern Thailand, ground motion were used as the seismic excitation. The modal analyses of the t unnel are performed and natural frequencies and mode shapes are obtained. Both of shallow and d eep depths, the total displacements under dynamic load are increased from static load with pe rcentage of about 4-26 % and 11-27 % of the total displacement of single circular at shallo w depth, respectively, and the principal stresses and shear stress under dynamic load are sl ightly increased from static load.
Year2015
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. GE-14-07
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSGeotechnical Engineering (GE)
Chairperson(s)Noppadol Phien-wej;
Examination Committee(s)Pham Huy Giao;Tian Ho Seah;
Scholarship Donor(s)Panya Consultants, Thailand;
DegreeThesis (M. Eng.) - Asian Institute of Technology, 2014


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