Development of magnesium phosphate cement rapid reapir mortar (Record no. 29384)

MARC details
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005 - DATE AND TIME OF LATEST TRANSACTION
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008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 110314s2010 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12092162
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-10-14
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Monsan Visesgahamin
245 10 - TITLE STATEMENT
Title Development of magnesium phosphate cement rapid reapir mortar
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. 2010
300 ## - PHYSICAL DESCRIPTION
Extent 75 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-10-14
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2010
520 ## - SUMMARY, ETC.
Summary, etc. A study was focused on investigating the properties of Magnesium Phosphate Cements (MPCs) and optimizing the mix proportion of Magnesium Phosphate Cement. The pozzolans namely fly ash and metakaolin have been selected as constituents to improve the quality of Magnesium Phosphate Cements. The magnesium and phosphate were used in the amount of 10 percents to 30 percents by weight of cement whereas the percentage replacement of fly ash and metakaolin were varied from 10 percents to 30 percents by weight of cement, respectively. The water to binder ratio (W/B) of the mixtures was fixed at 0.45. For the first phase, the optimization mix proportion which gained the highest compressive strength at the age of 24 hours and 72 hours was used as the main constitute for all MPCs mixes in the second phase. For the second phase, the physical and mechanical properties such as the setting time, bonding strength, flexural strength, and compressive strength at age 6 hours, 24 hours, 72 hours, 168 hours, 672 hours and 2,184 hours were determined. For phase I, it was found that the optimum mix proportion of the MPCs mortar composed of sand/binder (s/b) ratio of 2.0 and binder which was 90 percents of Ordinary Portland Cement, 5 percents of Magnesium and 5 percents of phosphate. When the fly ash and metakaolin were replaced Ordinary Portland cement, the results indicated that the use of fly ash replacement in MPCs mortars extended the initial and final setting times, but led to reduction of compressive strength, flexural strength and bonding strength. Whereas the MPCs mortar containing metakaolin can increase the compressive strength, flexural strength, bonding strength, but the setting time was decreased. Hence, the metakaolin can be used as cement replacement in MPCs cement and enhanced the performance for making the repaired cement mortar.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Mortar
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sun Sayamipuk,
Relator term Co-chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Thanakorn Pheeraphan,
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. ST-10-14
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03992 ">http://203.159.5.9/ait-thesis/detail.php?q=B03992 </a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 110314
First date, FD (RLIN) m
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
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Koha item type 40-Archives
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CREATED CREATED : 2016-04-22
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.ST-10-14 30050120816821 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.ST-10-14 30050120816763 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.ST-10-14 30050160101068 18/08/2026 1 18/08/2026 40-Archives
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