3D numerical simulations of pull-out tests and test embankments reinforced with steel grid, hexagonal wire mesh and polymer grid (Record no. 60)

MARC details
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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817161131.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 040818s2003 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11936861
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-02-15
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Sendy Fransiscus Tantono
245 10 - TITLE STATEMENT
Title 3D numerical simulations of pull-out tests and test embankments reinforced with steel grid, hexagonal wire mesh and polymer grid
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. 2003
300 ## - PHYSICAL DESCRIPTION
Extent 90 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-02-15
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2003
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
520 ## - SUMMARY, ETC.
Summary, etc. The full-scale test embankments, reinforced with steel grid, hexagonal wire mesh, and polymer grid, were constructed on soft Bangkok clay. This study deals with 3D numerical simulations of these reinforced embankments considering the plane strain and 3D embankment loading conditions using FLAC30 software of the finite difference method. First 3D numerical simulation of three pullout test with same combination of reinforcement and backfill soil for each embankment, such as steel grid and lateritic soil (Embankment 1 ), hexagonal wire mesh and Ayutthaya sand (Embankment 2), and polymer grid and weathered Bangkok clay (Embankment 3) are made to investigate the behavior of the soil-reinforcement interface. Numerical instability is observed in this pullout simulation and reduced by introducing the smaller element size and time step. The effects of Young's modulus of reinforcement, and the strength ratio and shear stiffness of soil-reinforcement interface element are also investigated. Next three full-scale test embankments are simulated by using the interface properties obtained from the simulation of pullout test. The properties of subsoil foundation, backfill soils, and reinforcements are mainly taken from the previous test results. The 3D loading effect can be clearly seen in all embankments. The effects of Young's modulus of reinforcement, the strength ratio of soilreinforcement interface, and the permeability of subsoil foundation are also investigated.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Embankments
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Numerical grid generation (Numerical analysis)
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Park, Kyung Ho,
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 Takemura, Jiro,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Setiabudi, Gogot,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology - PETRAIT program,
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-02-15
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href=" http://203.159.5.9/ait-thesis/detail.php?q=B08328"> http://203.159.5.9/ait-thesis/detail.php?q=B08328</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 040818
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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
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CREATED CREATED : 2014-03-26
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Barcode Barcode : 30050160054929
CREATED CREATED : 2016-05-23
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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-02-15 30050120125421 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-02-15 30050160054929 17/08/2026 1 17/08/2026 40-Archives
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