Influence of aggregate content on strengths and workabilities of high-strengh concrete (Record no. 60132)

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fixed length control field 03698nam a2200433 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818143145.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10359059
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-92-08
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Lim, Char Ching
245 10 - TITLE STATEMENT
Title Influence of aggregate content on strengths and workabilities of high-strengh concrete
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1992
300 ## - PHYSICAL DESCRIPTION
Extent 74, [35] leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-92-08
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1992
520 ## - SUMMARY, ETC.
Summary, etc. This experimental investigation deals with the influence of aggregate content on the compressive and flexural strengths of a high strength concrete having a 28-day compressive strength of 85 MPa on cylindrical specimen. In addition, the effect on workability and modulus of elasticity of concrete in compression was also determined. The primary objective was to establish the optimum aggregate-cement ratio(A/C) and the sand-aggregate ratio(S/A) of a high strength concrete mix proportion. These ratios were determined based on the compressive strength achievement within a minimum slump value of 150mm. Limestone and basalt aggregates were used for strengths and workabilities comparison. Test results indicated that the optimum A/C ratio for limestone and basalt concretes was 3.25 and 3.0 respectively. Better strengths and workabilities were achieved when using limestone aggregate. It appeared that concrete slump was independent of the aggregate type when the A/C ratio fell below 2.5. The flexural and compressive strengths were found to increase with increasing A/C ratio. So was the modulus of elasticity of concrete in compression. However, the flexural strength increased at a relatively slower rate than its compressive strength. It was found that for a given W/C and S/A ratio, the compressive strength decreased as the cement content was increased but with improved workability. Too low a water-cementitious material ratio might also result in a reduction in strength. Using the optimum A/C ratio of 3.25 for limestone concrete, the cotTesponding optimum S/A ratio was found to be 0.4, in which case the slump, compressive and flexural strengths were found to be maximum.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Strength of materials
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete
General subdivision Testing
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Aggregates (Building materials)
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pisidhi Karasudhi,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Maekawa, Koichi,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element German Academic Exchange Service(DAAD)
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-92-08
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href=" http://203.159.5.9/ait-thesis/detail.php?q=B16893"> http://203.159.5.9/ait-thesis/detail.php?q=B16893</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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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Barcode Barcode : 30050003351466
CREATED CREATED : 1995-10-14
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CREATED CREATED : 1995-10-14
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CREATED CREATED : 2016-04-04
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no.ST-92-08 30050003351466 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   AIT Thesis no.ST-92-08 30050003351474 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-92-08 30050160022363 18/08/2026 1 18/08/2026 40-Archives
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