03483nas a2200433 a 4500 20260817161127.0 170606s2014 th uu|m rtt 0| a1eng d .b12184482 AIT Thesis no.GE-13-11 Sai Zayar Kyaw 3-Dimensional analysis of pile response to tunneling using hardening soil parameters Pathum Thani, Thailand : Asian Institute of Technology, 2014 89 leaves : ill. + 1 online resource Thesis ; no. GE-13-11 A 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 Tunnel 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. Thesis (M. Eng.) - Asian Institute of Technology, 2013 Tunneling Simulation methods Pile (Civil engineering) Noppadol Phien-Wej, Chairperson Pham, Huy Giao, Examination Committee Suttisak Soralump, Examination Committee Ministry of Foreign Affairs, Norway, Scholarship donor Asian Institute of Technology. Thesis ; no. GE-13-11 Full-Text http://203.159.5.9/ait-thesis/detail.php?q=B04606 .b12184482 mnait m 240412 0 170606 m a m 0 000:001:PDF:b1218448:003192:0:0:0:0:0:0 Click to view Abstract n mnait mnait mnarc 20 40 Barcode : 30050120319388 CREATED : 2017-06-06 RECORD # : i13080167 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 1 TOT CHKOUT : 0 TOT RENEW : 0 Barcode : 30050120323935 CREATED : 2017-06-06 RECORD # : i13080179 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 1 TOT CHKOUT : 0 TOT RENEW : 0 Barcode : 30050120401624 CREATED : 2017-09-14 RECORD # : i13100725 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 44 44 0 0 0 0 MAIN MAIN mnait 2026-08-17 50.00 0 AIT Thesis no.GE-13-11 30050120319388 2026-08-17 16:11:27 1 2026-08-17 20 0 0 0 0 MAIN MAIN mnait 2026-08-17 50.00 0 AIT Thesis no.GE-13-11 30050120323935 2026-08-17 16:11:27 2 2026-08-17 20 0 0 0 0 MAIN MAIN mnarc 2026-08-17 0 AIT Thesis no.GE-13-11 30050120401624 2026-08-17 16:11:27 1 2026-08-17 40