Finite element modelling of hexagonal wire mesh embankment on soft foundation (Record no. 44924)

MARC details
000 -LEADER
fixed length control field 03166nas|a2200421 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818113901.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 181199s1999 th uu m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11764831
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-98-13
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Sompote Youwai
245 10 - TITLE STATEMENT
Title Finite element modelling of hexagonal wire mesh embankment on soft foundation
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 99 leaves
490 1# - SERIES STATEMENT
Series statement Thesis
Volume/sequential designation no. GE-98-13
500 ## - GENERAL NOTE
General note A thesis 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. A full-scale hexagonal wire mesh embankment on Bangkok Clay has been analyzed by the finite element method. The agreement between the finite element results and the field data is quite good. The important simulation consideration for simulating the behavior of reinforced wall embankment were: the step of construction process, the variation of soil permeability during consolidation process and the selection of the appropriate model and properties at the interface between soil and the reinforcement. For the interface between soil and the reinforcement, the direct shear mechanism generally dominate the behavior of hexagonal wire mesh reinforcement. This implied that direct shear mechanism is the appropriate model for simulating the behavior of the hexagonal wire mesh reinforcement on soft ground foundation. For the parametric study, the tensile force on the soft foundation is more than on the stiff foundation. In addition, the tensile force will become higher if the reinforcement stiffness and the friction angle are increased and the reduction factor is decreased. The tensile force in the reinforcements can be adjusted depending on the stiffness of the reinforcement and on the types of the foundation.
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 Embankments
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Otsu, Hiroyasu,
Relator term Co-chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Der Guey, Lin,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology Partial Scholarship,
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-98-13
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B12448">http://203.159.5.9/ait-thesis/detail.php?q=B12448</a>
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a .b11764831
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a 240419
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 991118
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
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 : 30050120717318
CREATED CREATED : 1998-06-21
RECORD Id RECORD # : i12163399
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CREATED CREATED : 1998-06-21
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Barcode Barcode : 30050160080718
CREATED CREATED : 2016-05-17
RECORD Id RECORD # : i12979776
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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-98-13 30050120717318 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-98-13 30050120717284 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-98-13 30050160080718 18/08/2026 1 18/08/2026 40-Archives
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