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Analytical prediction of ground movements due to MRTA tunneling | |
Author | Arifuzzaman, Md. |
Call Number | AIT Thesis no.GE-04-03 |
Subject(s) | Tunneling Subsidences (Earth movements) |
Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology |
Publisher | Asian Institute of Technology |
Series Statement | Thesis ; no. GE-04-03 |
Abstract | This study presented here the prediction of the ground movements due to MRTA tunnel in Bangkok. The different boundary conditions and derivation techniques were the main characteristics of the analytical solutions and the difference between uniform radial and oval-shaped ground deformation patterns on ground deformations is investigated. Generally good agreement of the predicted ground deformations can be seen with field observations for tunnels in uniform clay. The method Park2 is yielding the best result for surface settlements. Also different parameters effect has been studied here to get some concrete relation. Lateral displacements could not be handled properly with the existing analytical solutions. |
Year | 2005 |
Corresponding Series Added Entry | Asian Institute of Technology. Thesis ; no. GE-04-03 |
Type | Thesis |
School | School of Engineering and Technology (SET) |
Department | Other Field of Studies (No Department) |
Academic Program/FoS | Geotechnical Engineering (GE) |
Chairperson(s) | Park, Kyung-Ho; |
Examination Committee(s) | Noppadol Phien-wej; Glawe, Ulrich ; |
Scholarship Donor(s) | Asian Institute of Technology Fellowship; |
Degree | Thesis (M.Eng.) - Asian Institute of Technology, 2005 |