The investigation of geotechnical behaviour near excavated tunnel face by means of three-dimensional stress-flow coupled analysis (Record no. 64702)

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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818144325.0
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 .b11765045
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-98-18
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Nguyen Anh Minh
245 14 - TITLE STATEMENT
Title The investigation of geotechnical behaviour near excavated tunnel face by means of three-dimensional stress-flow coupled analysis
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 114, A4 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-98-18
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirement 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 programs SFCUP and CRISP (CRitical State Program) have been used to simulate the SCL-NATM excavation of a tunnel in stiff clay. The excavation process was modelled in two- and three- dimensions conditions with either full-face or staged excavation schemes. The three-dimensional ground behaviour near tunnel face was investigated by finite element program SFCUP and the stiff highly overconsolidated clay was represented with linear elastic soil model. The effects of shotcrete liner and tunnel drainage boundary were investigated by 2-D plane strain analyses with CRISP. Previously published numerical models generally analyzed the ground behaviour in terms of total stress analysis and did not include incremental excavation. Thus those studies have neglected the pore water pressure and transient effects of the tunnel advance. In this study, for the first time, a detailed 3-D modelling of the sequential excavation that closely follows the practical field procedures has been carried out in stress-flow coupled formulation. The results obtained are compared to assess the importance of the arching of soil ahead of the tunnel face, the effects of staged excavation and the effective stress paths of soil elements around the tunnel face.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tunneling
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil mechanics
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Muira, Kinya,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Ohtsu, Hiroyasu,
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 Der Guey, Lin,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
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-98-18
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B12457">http://203.159.5.9/ait-thesis/detail.php?q=B12457</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 991119
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
Barcode Barcode : 30050120717219
CREATED CREATED : 1998-06-22
RECORD Id RECORD # : i12163673
LPATRON LPATRON : 1011703
LCHKIN LCHKIN : 1999-07-01
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CREATED CREATED : 1998-06-22
RECORD Id RECORD # : i12163685
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Barcode Barcode : 30050160080775
CREATED CREATED : 2016-05-17
RECORD Id RECORD # : i12979879
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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 18/08/2026 50.00   AIT Thesis no. GE-98-18 30050120717219 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-98-18 30050120717185 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-98-18 30050160080775 18/08/2026 1 18/08/2026 40-Archives
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