3-Dimensional analysis of pile response to tunneling using hardening soil parameters (Record no. 44)

MARC details
000 -LEADER
fixed length control field 03483nas a2200433 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817161127.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170606s2014 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12184482
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-13-11
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Sai Zayar Kyaw
245 10 - TITLE STATEMENT
Title 3-Dimensional analysis of pile response to tunneling using hardening soil parameters
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2014
300 ## - PHYSICAL DESCRIPTION
Extent 89 leaves :
Other physical details ill. +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-13-11
500 ## - GENERAL NOTE
General note 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
520 ## - SUMMARY, ETC.
Summary, etc. 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.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2013
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tunneling
General subdivision Simulation methods
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Pile (Civil engineering)
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Pham, Huy Giao,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Suttisak Soralump,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Ministry of Foreign Affairs, Norway,
Relator term Scholarship donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. GE-13-11
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B04606">http://203.159.5.9/ait-thesis/detail.php?q=B04606</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12184482
b mnait
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240412
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 170606
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120319388
CREATED CREATED : 2017-06-06
RECORD Id RECORD # : i13080167
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Barcode Barcode : 30050120323935
CREATED CREATED : 2017-06-06
RECORD Id RECORD # : i13080179
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LCHKIN LCHKIN : -
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120401624
CREATED CREATED : 2017-09-14
RECORD Id RECORD # : i13100725
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.GE-13-11 30050120319388 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.GE-13-11 30050120323935 17/08/2026 2 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.GE-13-11 30050120401624 17/08/2026 1 17/08/2026 40-Archives
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