Assessment on applicability of sequential tunnel excavation in Bangkok soft ground by means of numerical analysis (Record no. 9567)

MARC details
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fixed length control field 03780nas a2200433 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817163731.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 160129s2013 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12160799
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-12-04
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Tahir, Muhammad Usman
245 10 - TITLE STATEMENT
Title Assessment on applicability of sequential tunnel excavation in Bangkok soft ground by means of numerical analysis
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. 2013
300 ## - PHYSICAL DESCRIPTION
Extent 1 online resource (122 p.) :
Other physical details ill. +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-12-04
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
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2013
520 ## - SUMMARY, ETC.
Summary, etc. Mechanized tunneling is always feasible and justified with its boring length and in case of short length tunnels or cross cuts between two tunnels or a non circular tunnels required then the excavation method is to be changed from mechanized to the conventional excavation method. A numerical study is performed for assessment of applicability of sequential tunnel excavation in Bangkok subsoil condition. Three schemes of sequential excavation are investigated using the Mohr Coulomb and the Hardening soil model. Three water pressure conditions in the soil layers are defined to explore the effect on tunneling. The undrained effective stress analysis is performed using effective strength and stiffness parameters. The 2D plane strain model is implemented with consideration of the 3D face effect by stress reduction method. Shotcrete lining is considered with two different stiffness values to incorporate approximate effect of shotcrete aging. The results demonstrate that sequential tunnel excavation is not feasible in Bangkok subsoil. Two mechanisms of failure are found first is failure of soil cover above roof and second is the base heave. However, with improved ground it is possible to excavate the tunnel sequentially. Increase in dimension or strength of improved ground results in reduction in lining loads and surface settlement. Hardening soil model results in narrow and deeper surface settlement troughs if compared to the Mohr Coulomb model result. Water pressure variation results in higher bending moment in lining.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tunneling
General subdivision Simulation methods
Geographic subdivision Thailand
-- Bangkok
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Excavation
General subdivision Simulation methods
Geographic subdivision Thailand
-- Bangkok
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Pham, Huy Giao,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Development Bank (ADB),
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-12-04
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03033 ">http://203.159.5.9/ait-thesis/detail.php?q=B03033 </a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 160129
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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
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CREATED CREATED : 2016-01-29
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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-12-04 30050120813547 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-12-04 30050120813539 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-12-04 30050120401822 17/08/2026 1 17/08/2026 40-Archives
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