Finite-Element Analysis of Instrumented Flexible and Rigid Pavement Structures (Record no. 44845)

MARC details
000 -LEADER
fixed length control field 03628nam a2200457 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818113847.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 240226s2018 th a rm 000 0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12416095
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.TE-17-03
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Hathaichanok Sudajan
245 10 - TITLE STATEMENT
Title Finite-Element Analysis of Instrumented Flexible and Rigid Pavement Structures
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. 2018
300 ## - PHYSICAL DESCRIPTION
Extent 135 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. TE-17-03
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, 2018
520 ## - SUMMARY, ETC.
Summary, etc. The occurrence of overloaded heavy vehicle impacts on road damage and it induces the early maintenance within the service period in Thailand. Hence, it is necessary to investigate the pavement under conditions in our country. This study emphasis on the flexible and rigid pavements responses using finite element analysis (FEA). The data required for this study obtained from the research and development project of Department of Highways, Thailand. The developed models using finite element analysis were compared with theory and linear elastic analysis then the model used to investigate the strain and stress, from asphalt strain gage, strain gage, and pressure cell which installed under pavement structure. The controlled truck and FWD were adopted then the results showed that the strain and stress obtained from sensor reading differs from developed model and the FEA using back-calculation and typical design modulus. The difference may be due to the single circular load used in axisymmetric model and the dual tires. Besides, there might have other factors on site e.g. climate, load position which can lead to less accuracy of FEA model. Afterwards, the sensitivity analysis of contact radius and modulus of elasticity were investigated using the pavement response value from FEA. In addition, fatigue model, rutting model and damage ratio of pavement were studied by using the equations from Asphalt Institute, DOH ,and the proposed equations.
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 Pavements, Concrete
General subdivision Testing
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 Co-chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Surachet Pravinvongvuth,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Thailand (HM King),
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-17-03
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B20220">http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B20220</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12416095
b multi
c y
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) 240226
First date, FD (RLIN) m
-- a
-- y
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 61-CD-ROM
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050121038052
CREATED CREATED : 2024-01-15
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Barcode Barcode : 30050121066269
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Barcode Barcode : 30050121066277
CREATED CREATED : 2024-02-19
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Holdings
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-17-03 30050121038052 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-17-03   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-17-03 30050121066269 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-17-03 30050121066277 18/08/2026 2 18/08/2026 20-AIT Publication 50.00
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