Analysis of traffic loading characteristics for mechanistic-empirical pavement design in Thailand (Record no. 5198)

MARC details
000 -LEADER
fixed length control field 03679nas a2200385 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162506.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 100305s2009 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12073957
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.TE-08-05
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Surasak Kaewdee
245 10 - TITLE STATEMENT
Title Analysis of traffic loading characteristics for mechanistic-empirical pavement design in Thailand
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. 2009
300 ## - PHYSICAL DESCRIPTION
Extent 140 p. :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. TE-08-05
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Transportation Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2008
520 ## - SUMMARY, ETC.
Summary, etc. In Thailand, many highway agencies particularly the Department of Highways encourage the design of pavement structures based on the mechanistic-empirical (M-E) approach instead of the empirical design approach. The change is due to the fact that the empirical design cannot consider the continuous growth of the traffic volume and the increasing of truck weights. The use of empirical charts to design the thickness of the pavement structure could lead to some errors in thickness design. The M-E approach determines the pavement response to wheel load in terms of stress, stain and deflection. This approach of pavement design is more accurate and reliable. In the M-E approach, the material, traffic and environmental factors are important parameters as design inputs. In this research, the traffic load was emphasized in the analysis of the new flexible pavement design, rehabilitated pavement design and pavement overlay. The traffic data were collected from the Weigh-In-Motion (WIM) stations on four national highways around Bangkok area. The traffic characteristics such as the traffic volume and the traffic load were analyzed to determine the truck factors and used in the design. In addition, the obtained traffic parameters were used to design the thickness of new flexible pavement and pavement overlay on one selected highway by using M-E approach. The M-E design can apply for various pavement structures depending on considerations of engineering judgment of the designers. The design considers the total thickness of the pavement structure, the material of each layer, the environmental issues, the budget and other considerations such as traffic, road class and service life of the pavement. In this study, the thickness of the overlay design and the existing properties of the layered materials on a selected road were determined using a Falling Weight Deflectometer (FWD).
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Pavements, Flexible
General subdivision Live loads
Geographic subdivision Thailand
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Kunnawee Kanitpong,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kim, Hyunmyung,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Auckpath Sawangsuriya,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element RTG Fellowship,
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-08-05
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B04094">http://203.159.5.9/ait-thesis/detail.php?q=B04094</a>
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a 240329
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 100305
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 : 30050120704050
CREATED CREATED : 2014-09-04
RECORD Id RECORD # : i12788387
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160041728
CREATED CREATED : 2016-03-24
RECORD Id RECORD # : i12907340
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Holdings
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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.TE-08-05 30050120704050 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.TE-08-05 30050160041728 17/08/2026 1 17/08/2026 40-Archives
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