Analysis of deep excavation in Bangkok : (Record no. 4683)

MARC details
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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162326.0
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 .b11764995
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-98-23
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Wang, Guangya
245 10 - TITLE STATEMENT
Title Analysis of deep excavation in Bangkok :
Remainder of title influence chart and application
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 164 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-98-23
500 ## - GENERAL NOTE
General note A thesis submitted in partial fufillment 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. This study focuses on the braced deep excavation in metropolitan Bangkok metropolitan using finite element program. Elastic-perfectly plastic Mohr-Coulomb soil model was adopted to simulate the soil behaviors involved in analysis. Firstly, Bangkok Subsoil profile is simplified and the associated soil properties were determined. Secondly, reference case of deep excavation were designed and modeled. Factors affecting the behavior of braced deep excavation were studied, which include: (1) wall stiffness; (2) strut (steel and concrete floor slab floor) stiffness; (3) horizontal spacing of strut; (4) vertical spacing of strut; (5) unsupported cantilever depth; (6) strut preloading; (7) friction angle of clay layers; (8) stiffness of clay layers. A series of influence charts obtained from numerical calculation are plotted and employed to estimate the maximum wall movement, maximum ground settlements, maximum bending moment, maximum shear force in deep excavation in Bangkok. 25 cases of deep excavation in metropolitan Bangkok were collected, compiled and analyzed. Estimations of maximum lateral wall movement of 20 cases, maximum ground settlement of 7 cases, maximum bending moment of 11 cases and maximum shear force of 4 cases of deep excavation projects have been performed in this study. Comparisons are also made for the of influence chart estimation, FEM prediction and field observation. It is shown that the estimation by using established influence chart are acceptable in the preliminary prediction analysis of deep excavation.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Excavation
Geographic subdivision Thailand
-- Bangkok
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Der Guey, Lin,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Otsu, Hiroyasu,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The 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-98-23
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B12521">http://203.159.5.9/ait-thesis/detail.php?q=B12521</a>
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a 240420
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)
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 : 30050120716898
CREATED CREATED : 1998-06-14
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CREATED CREATED : 1998-06-14
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Barcode Barcode : 30050160080817
CREATED CREATED : 2016-05-17
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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-98-23 30050120716898 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-98-23 30050120716872 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-98-23 30050160080817 17/08/2026 1 17/08/2026 40-Archives
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