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Nonlinaer viscoelastic constitutive model for rubber asphalt concrete under cyclic loading (Record no. 81244)

MARC details
000 -LEADER
fixed length control field	03157nas\|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field	20260818170053.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field	220900s2000 th uzm rtt 00\| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number	.b11809450
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number	AIT Thesis no.ST-00-32
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name	Tarin Srisupattarawanit
245 12 - TITLE STATEMENT
Title	Nonlinaer viscoelastic constitutive model for rubber asphalt concrete under cyclic loading
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	60 leaves
490 1# - SERIES STATEMENT
Series statement	Thesis ;
Volume/sequential designation	no. ST-00-32
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.Eng.) - Asian Institute of Technology, 2000
520 ## - SUMMARY, ETC.
Summary, etc.	Rubber asphalt is a new highway material that can greatly improve the durability of pavement structure. An investigation is made into a suitable mixture design for pavement applications. First, engineering properties of rubber asphalt material will be examined based on a number of laboratory experiments, leading to a Marshall mix design that observes the behaviors of voids, flow, and stability of the mixture. To study hysteretic behaviors of the rubber asphalt concrete, a triangular low frequency was generated in the controlled-strain and controlled-stress modes. Both modes were tested in compressive condition. In the controlled strain case, the stress history obtained in compressive and tensile paths due to the viscoelastic properties of rubber asphalt concrete and damage was obtained by the reduction of secant pseudo stiffness. In the case of stress mode, the s tress history was generated in compressive direction and the damage growth can be described by the permanent strain in each cycle. In term of durability, the 20% of added rubber is found to be the best mixture that can greatly extend the fatigue life of the pavement. The constitutive modeling of rubber asphalt concrete was obtained in controlled strain mode based on the correspondence principle that allows the evaluation of damage growth and relaxation to be performed separately.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Asphalt-rubber
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Asphalt concrete
General subdivision	Testing
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name	Worsak Kanok-Nukulchai,
Relator term	Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Barry, William Joseph,
Relator term	Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Zhu, Hongping,
Relator term	Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name	Sak Kongsuwan,
Relator term	Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element	Rajamangala Institute of Technology,
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. ST-00-32
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified	Full-Text
Uniform Resource Identifier	<a href="http://203.159.5.9/ait-thesis/detail.php?q=B06857">http://203.159.5.9/ait-thesis/detail.php?q=B06857</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN)	0
Cataloger's initials, CIN (RLIN)	000922
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 : 30050120746945
CREATED	CREATED : 2014-05-20
RECORD Id	RECORD # : i12801598
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Barcode	Barcode : 30050160102306
CREATED	CREATED : 2016-04-21
RECORD Id	RECORD # : i12943496
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Holdings
Withdrawn status	Lost status	Damaged status	Not for loan	Home library	Current library	Shelving location	Date acquired	Cost, normal purchase price	Total checkouts	Full call number	Barcode	Date last seen	Copy number	Price effective from	Koha item type
			Available for Loans	Asian Institute of Technology Library	Asian Institute of Technology Library	AIT Publications	18/08/2026	50.00		AIT Thesis no.ST-00-32	30050120746945	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.ST-00-32	30050160102306	18/08/2026	1	18/08/2026	40-Archives

Nonlinaer viscoelastic constitutive model for rubber asphalt concrete under cyclic loading (Record no. 81244)

AIT

Asian Institute of Technology Library