000			03483nas a2200433 a 4500
005			20260817161127.0
008			170606s2014 th uu|m rtt 0| a1eng d
035			_a.b12184482
099		9	_aAIT Thesis no.GE-13-11
100	0		_aSai Zayar Kyaw
245	1	0	_a3-Dimensional analysis of pile response to tunneling using hardening soil parameters
260			_aPathum Thani, Thailand : _bAsian Institute of Technology, _c2014
300			_a89 leaves : _bill. + _e1 online resource
490	1		_aThesis ; _vno. GE-13-11
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Geotechnical and Earth Resources Engineering, School of Engineering and Technology
520			_aTunnel construction in dense popuattion urban area has been increased, and it will be continued in the future. This study deals with the problem of pile response due to the tunneling nearby. Plaxis 3D Tunnel was used to simulate the condition of soft soil in Bangkok, Hong Kong, Singapore and Netherlands. The sets of parametric studiees were made analysis of tunnel-single pile interaction was made by varying pile length and different stage of construction. For the group pile analysis, the group of piles existing alongside the tunnel construction, and the group of piles next to the tunnel were analyzed. All the analysis were accomplished by using Hardening soil constitutive models which parameters were taken from some literature. The results were presented as the comparison of pile behavior in each contries soil pile. Firstly, the result presented as the different of pile response by changing of pile length in all countries soil profiles. The lateral displacement of pile, axial force, and bending moent shows the significant changing by depth, whereas there is no considerable effect of tunneling on pile shear force. Moreover, the changing behavior of pile between constrution stage and finished construction. Finally, the resultof group pile analysis was compare to the single pile, in order to understand the group effect of pile.
502			_aThesis (M. Eng.) - Asian Institute of Technology, 2013
650		0	_aTunneling _xSimulation methods
650		0	_aPile (Civil engineering)
700	0		_aNoppadol Phien-Wej, _eChairperson
700	1		_aPham, Huy Giao, _eExamination Committee
700	0		_aSuttisak Soralump, _eExamination Committee
710	2		_aMinistry of Foreign Affairs, Norway, _eScholarship donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. GE-13-11
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B04606
907			_a.b12184482 _bmnait _cm
902			_a240412
998			_b0 _c170606 _dm _ea _fm _g0
962			_a000:001:PDF:b1218448:003192:0:0:0:0:0:0 _tClick to view Abstract _vn
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909			_aBarcode : 30050120319388 _bCREATED : 2017-06-06 _cRECORD # : i13080167 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 1 _iTOT CHKOUT : 0 _jTOT RENEW : 0
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