FEM analysis on the interaction mechanism between hexagonal wire mesh reinforcement and silty sand backfill (Record no. 43806)

MARC details
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fixed length control field 03932nas|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818113606.0
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fixed length control field 181100s2000 th u m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11815723
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-99-06
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Punlop Visudmedanukul
245 10 - TITLE STATEMENT
Title FEM analysis on the interaction mechanism between hexagonal wire mesh reinforcement and silty sand backfill
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2000
300 ## - PHYSICAL DESCRIPTION
Extent 117 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-99-06
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.Sc.) - Asian Institute of Technology, 2000
520 ## - SUMMARY, ETC.
Summary, etc. Numerical models for the interaction between the hexagonal wire mesh reinforcement and silty sand backfill for the laboratory pullout and direct shear tests have been carried out. Finite element method (FEM) under plane strain condition using PLAXIS and SAGE CRISP computer softwares were utilized with the existing laboratory data. The differences were found between the calculated and the theoretically-computed interaction coefficients because of some limitations. The calculated interaction coefficients for the pullout mechanism were 0.5 and 0.3 for galvanized and PVC-coated hexagonal wire mesh, respectively. The calculated interaction coefficient for the direct shear mechanism was 0.9 for both types of the wire mesh. · Comparison of the modeling results between two computer softwares was given for the modeling in the l~boratory. The calculated interaction coefficients were then applied on the modeling of full scale test embankment on soft ground in AIT campus to investigate the interaction mechanism within the embankment. The numerical simulation techniques adopted in this study reasonably predicted the overall behavior of the reinforced embankment system on soft foundation. Nevertheless, there were some simulations deviating from the measured field data, and they have been explained concerning the probable factors contributing to the discrepancies including the inherent limitations of the simulation techniques. Most of the interaction modes obtained from the analysis, at working stress conditions, were the direct shear interaction mode although some zones indicated pullout mode. Finally, a comparison with previous test embankments using steel grids and polymer grids reinforcements was made. It was found that higher reinforced soil system stiffness has some characteristics different from lower reinforced soil system stiffness. For the interaction mechanisms, the direct shear interaction mode generally dominates the behavior at service condition with some zones in the reinforced mass having pullout interaction mode. The higher reinforced soil system stiffoess tends to have more pullout zones.
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 Soil-structure interaction
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Miura, Kinya,
Relator term Examination Committee
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
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element AIT 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-99-06
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B06952">http://203.159.5.9/ait-thesis/detail.php?q=B06952</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b11815723
b mnait
c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240401
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 001118
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
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
Barcode Barcode : 30050120716757
CREATED CREATED : 2014-03-26
RECORD Id RECORD # : i12780029
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160080957
CREATED CREATED : 2016-05-17
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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-99-06 30050120716757 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.GE-99-06 30050160080957 18/08/2026 1 18/08/2026 40-Archives
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