Analytical model on the distributions of frictional and bearing resistances as well as deformations of hexagonal wire mesh reinforcement with weathered Bangkok clay backfill (Record no. 5347)

MARC details
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fixed length control field 04113nas|a2200397 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162533.0
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fixed length control field 011200s2000 th u m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11816594
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-99-13
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Auttakit Asanprakit
245 10 - TITLE STATEMENT
Title Analytical model on the distributions of frictional and bearing resistances as well as deformations of hexagonal wire mesh reinforcement with weathered Bangkok clay 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 108, [15] leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-99-13
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of requirements for the degree of Master of Engineering, School of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. An analytical method is proposed for determining the pullout resistance/pullout displacement relationship of hexagonal wire mesh reinforcement, for both of PVC-coated and zinc-coated types. The parameters used in this analytical model were obtained from pullout testing programs, such as shear stiffness (ks), and initial slope of pullout bearing resistance (Eip). In addition, this method can predict the movement characteristics of both in PVC-coated and zinc-coated hexagonal mesh during pullout. On the basis of the deformation characteristic of hexagonal wire mesh, the movements and rotations of transverse wires were formulated. The displacements along the reinforcement were calculated by using the proposed deformation characteristic and the reinforcement axial stiffness. The friction resistance can be simulated by linear, elastic-perfectly plastic model. The hyperbolic model can be used to calculate the bearing resistance. The proposed analytical method is utilized for predicting the pullout resistance and elongation along reinforcement as well as effective reinforced length. Its validity is confirmed by the reasonable agreement between the predicted and measured pullout resistances. This method can be utilized in both silty sand and weathered Bangkok clay. From the predicted value, the percentages of the friction resistances to the total pullout resistance are 16% and 18% for PVC-coated and zinc-coated hexagonal wire mesh, respectively. Consequently, the bearing resistances are 82% and 84% of the total pullout resistance for zinc-coated and PVC-coated hexagonal wires, respectively. The ratios between friction and bearing resistance are 22% and 19% for the zinc-coated and the PVC-coated wire meshes, respectively. The total pullout resistance in the zinc-coated wire mesh is higher than PVCcoated by approximately 20%. The total pullout resistance in the weathered Bangkok clay are 40% and 45% higher than in the silty sand for PVC-coated and zinc-coated type, respectively. For Comparison in the silty snad backfill, the friction resistances are 25% and 21 % of the total pullout resistance for zinc-coated and PVC-coated meshes, respectively. Furthermore, the corresponding values of bearing resistances are 75% and 79% of the total pullout resistances.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology,2000
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Geogrids
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil stabilization
General subdivision Thailand
-- Bangkok
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 Guey, Lin Der,
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-99-13
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B11778">http://203.159.5.9/ait-thesis/detail.php?q=B11778</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
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Cataloger's initials, CIN (RLIN) 001201
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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
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CREATED CREATED : 2014-03-26
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Barcode Barcode : 30050160054085
CREATED CREATED : 2016-05-23
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.GE-99-13 30050120716666 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-99-13 30050160054085 17/08/2026 1 17/08/2026 40-Archives
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