Evaluation of second pavement recycling with addition of cement and asphalt emulsion using the cold mix method (Record no. 41195)

MARC details
000 -LEADER
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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818112814.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170724s2011 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12187471
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.TE-10-08
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Niti Ieadjui
245 10 - TITLE STATEMENT
Title Evaluation of second pavement recycling with addition of cement and asphalt emulsion using the cold mix method
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. 2011
300 ## - PHYSICAL DESCRIPTION
Extent 55, [46] p. :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. TE-10-08
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineer in Transportation Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2010
520 ## - SUMMARY, ETC.
Summary, etc. Thailand Department of Highways (DOH), cold mix asphalt (CMA) method has been used for pavement recycling or reclaimed asphalt pavement since early 1994s. It offered the benefits in terms of reduce construction cost and friendly environmental. Using stabilizing agent with recycling materials has been widely used. It can be called the first pavement recycling or reclaimed asphalt pavement (RAP). For in this study consider the possibility of second pavement recycl ing (2PR) when the roadway occur failure or reached the end of service life. The research objective is study the effect of addition cement and asphalt emulsion on properties and performances of materials which proportion of materials would be varied AC:Bas e ratio of 25:75, 50:50 and 75:25. Conclusion, 25:75 ratio is a proper proportion for the design of pavement recycling using eith er cement or asphalt emulsion as stabilizing agents. In terms of compressive strength, cement stabiliz ation shows higher performance than asphalt emulsion stabilization. Therefore, the suitability of AC:Base ratio in terms of resistance to the compressi ve stress and shearing strength of pavement materials is 25:75 ratio. AC:Base ratio affects strength of base coarse layer. If the percent of AC surface increases with the decrease of dry density of materials, the compressive strength decreases because ma terials behavior become softer. For each AC:Base ratio, different stabilizing agents affect performance properties of the recycling pavement. Addition of cement can improve the performance of the mixes than asphalt emulsion. In terms of the effects on pe rformance of pavement materials, AC:Base ratio of 50:50 with addition of cement performs well for base layer because high stiffness and less moisture susceptibility can be observed. The pavement construction using cold mix asphalt recycling shows that 25 :75 and 50:50 ratios are appropriate proportions as they improve the physical and engineering properties of second pavement recycling which are determined in terms of gradation analysis, atterberg limit, unconfined compression, indirect tensile strength a nd resilient modulus.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Asphalt emulsion mixtures
General subdivision Evaluation�
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Pavements, Asphalt
General subdivision Evaluation�
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Asphalt cement
General subdivision Evaluation
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kunnawee Kanitpong,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Thirayoot Limanond,
Relator term Examination committee
700 1# - 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 Royal Thai Government 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-10-08
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B04110 ">http://203.159.5.9/ait-thesis/detail.php?q=B04110 </a>
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a 240417
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 170724
First date, FD (RLIN) m
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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)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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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.TE-10-08 30050120310189 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.TE-10-08 30050120310197 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.TE-10-08 30050120400931 18/08/2026 1 18/08/2026 40-Archives
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