A numerical analysis of top down deep excavation in Metropolitan Taipei (Record no. 81937)

MARC details
000 -LEADER
fixed length control field 04115nas|a2200445 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818170236.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191199s1999 th uu m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11764983
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-98-26
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Ng, Hoe Boon
245 12 - TITLE STATEMENT
Title A numerical analysis of top down deep excavation in Metropolitan Taipei
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1999
300 ## - PHYSICAL DESCRIPTION
Extent 131 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-98-26
500 ## - GENERAL NOTE
General note A thesis proposal submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1999
520 ## - SUMMARY, ETC.
Summary, etc. Finite element analyses are used to study the performance of diaphragm walls for top-down deep excavation in Taipei subsoil. A two-dimensional finite element program, PLAXIS was used for back-analyzing the performance of a "Full Scale" top-down deep excavation in Taipei. In which, an undrained analysis incorporated with groundwater calculation was performed. The results of FEM prediction were found in close agreement with the field observation in term of lateral wall movement, ground surface settlement, lateral earth pressure distribution, bending moments of diaphragm wall and pore water pressure at various zones of excavation. Meanwhile, stress paths at various zones of excavation are established for deep excavation in Taipei subsoil. Finally, a series of parametric studies were carried out based on the back-analyzed parameters and average properties of Taipei subsoil to investigate the effects of wall and support stiffness, wall embedment depth, depth of unsupported excavation and surcharge load on the performance of diaphragm walls. The aspects of wall performance evaluated in the parametric studies including lateral wall movement, ground surface settlements and wall bending moments. The increasing of wall stiffness is not effective in limiting the development of wall and ground movement. The early installation of lateral support could minimize the potentially large wall and ground movements. Besides, an unsupported excavation could induce negative wall bending moment that is generally increased with the unsupported depth. Furthermore, the support stiffness has only a minor effect on the performance of a top-down deep excavation in Taipei subsoil. Moreover, increasing the wall penetration depth could not help in reducing the wall movement. Finally, the existence of surcharge adjacent to the excavation is necessary to be considered as it could significantly affect the magnitude and shape of wall deformation and ground settlement.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Excavation
Geographic subdivision Taiwan
-- Taipei
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Der-Guey Lin,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Otsu, Hiroyasu,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Partial Scholarship,
Relator term Scholarship donor
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Lee Foundation,
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-98-26
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B12522">http://203.159.5.9/ait-thesis/detail.php?q=B12522</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 991111
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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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
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Barcode Barcode : 30050120716864
CREATED CREATED : 1998-06-14
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CREATED CREATED : 2019-11-27
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no. GE-98-26 30050120716864 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no. GE-98-26 30050004192422 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no. GE-98-26 30050160080833 18/08/2026 1 18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026 50.00   AIT Thesis no. GE-98-26 30050120933477 18/08/2026 3 18/08/2026 20-AIT Publication
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