Analysis of ground movement using a non-linear soil model for braced excavations in the Bangkok MRT Project (Record no. 4799)

MARC details
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fixed length control field 03474nas|a2200445 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162349.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 041226s2004 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11950729
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-03-01
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Korakod Nusit
245 10 - TITLE STATEMENT
Title Analysis of ground movement using a non-linear soil model for braced excavations in the Bangkok MRT Project
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. 2004
300 ## - PHYSICAL DESCRIPTION
Extent 144 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-03-01
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2003
520 ## - SUMMARY, ETC.
Summary, etc. This thesis performed the numerical analysis by plain strain effective stress analysis in undrained conditions of predicted ground movements of 3 station excavations at the Bangkok MRT ISP Blue Line project. Comparisons are made between measurement data and numerical prediction with finite difference code (FLAC) and a finite element code (P ALXIS) from the previous study by Hooi (2003). The two numerical codes using linear elasto-plastic stress-strain model yielded similar patterns of predicted lateral ground movements between FLAC and PLAXIS. A non-linear soil model is used in the analysis to model the actual non-linear stress-strain behavior of soil. The results show close predicted lateral ground movement for both linear and non-linear analysis for the station excavations. Since the level of strain controls the stiffness values of non-linear analysis, it can be concluded that the, strain level behind the diaphragm wall until the last excavation stage is very low. Therefore the linear analysis can be used in the need of increased modulus to 2-3 times modulus of large strain. Finally, sensitivity analysis of soft clay, hard clay and stiff clay with non-linear soil model are studied. Only the variations in modulus of soft clay yield difference in maximum ground movement. The predominant stage of excavation that controls the maximum ground movement is the first stage includes the soft clay layer plays impo1tant roles.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Numerical analysis
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Finite element method
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil stabilization
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 Park, Kyung Ho,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of Japan,
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-03-01
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B09052">http://203.159.5.9/ait-thesis/detail.php?q=B09052</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 041217
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120715668
CREATED CREATED : 2004-12-17
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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-03-01 30050120715668 17/08/2026 2 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-03-01 30050120715692 17/08/2026 3 17/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.GE-03-01 30050160054861 17/08/2026 1 17/08/2026 40-Archives
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