Deflection-based approach for mechanistic design of flexible pavement (Record no. 26271)

MARC details
000 -LEADER
fixed length control field 04083nas a2200457 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818085929.0
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035 ## - SYSTEM CONTROL NUMBER
System control number .b12417270
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.TE-21-06
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Thinn Thinn
245 10 - TITLE STATEMENT
Title Deflection-based approach for mechanistic design of flexible pavement
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. 2022
300 ## - PHYSICAL DESCRIPTION
Extent 529 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis;
Volume/sequential designation no. TE-21-06
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Transportation Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2022
520 ## - SUMMARY, ETC.
Summary, etc. In Thailand, the Department of Highways (DOH) adopted both empirical and mechanistic methods for the pavement analysis and design. Recently, the deflection based design approach has been comprehensively reviewed by the DOH for the possible adoption of local design standard and practice. One of the main reasons was that Thailand road authorities e.g., DOH and the Department of Rural Roads (DRR), consider the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavement. In addition, such the FWD has been globally accepted as the non-destructive test for deflection measurement and structural capacity evaluation. Ultimately, the implication of FWD deflections for localized pavement analysis and design shall be developed and proposed to Thailand road authorities. Due to the aforementioned reason, this study presented the deflection-based mechanistic pavement design of flexible pavement. The FWD was selected as the main loading application, and the standard Thai truck was selected to represent the design traffic loads for reference and comparison with the FWD in this study. A typical loading stress of 800 kPa was practically adopted by the DOH according to the FWD testing protocol, whereas the standard 10-wheel 25-ton truck having a tandem axle-dual wheel configuration with a tire pressure of 690 kPa (100 psi) was adopted for Thailand pavement design and analysis. KENLAYER computer program based on multi-layered elastic system was used to predict pavement responses, e.g., surface deflections, horizontal tensile strains, and vertical compressive strains. In multi-layered elastic analysis, the pavement layers were assumed to be homogeneous, isotropic, and linearly/nonlinearly elastic. The analysis results indicated that the flexible pavement design using a deflection-based approach was simple and conservative.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Pavements
General subdivision Design
-- Computer programs
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Pavements, Flexible
General subdivision Design
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Kunnawee Kanitpong,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Auckpath Sawangsuriya,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Santoso, Djoen San,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element His Majesty the King{u2019}s Scholarships,
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. TE-21-06
856 40 - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B20353">http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B20353</a>
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a 240401
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 240229
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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Koha item type 40-Archives
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Koha item type 61-CD-ROM
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
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Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type Cost, normal purchase price
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no.TE-21-06 30050121038540 18/08/2026 1 18/08/2026 40-Archives  
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no.TE-21-06   18/08/2026   18/08/2026 61-CD-ROM  
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no.TE-21-06 30050121065907 18/08/2026 1 18/08/2026 20-AIT Publication 50.00
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no.TE-21-06 30050121065915 18/08/2026 2 18/08/2026 20-AIT Publication 50.00
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