Influence of classified rice husk ash on flexural strength of high strength concrete (Record no. 60152)

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control field 20260818143149.0
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fixed length control field 150900s2000 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11807775
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-00-14
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Junlatep Chitasombuti
245 10 - TITLE STATEMENT
Title Influence of classified rice husk ash on flexural strength of high strength 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. 2000
300 ## - PHYSICAL DESCRIPTION
Extent 65 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-00-14
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of 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. The purpose of this research is to investigate the influence of classified rice husk ash on the flexural strength of high strength concrete. This research involved the investigation of the properties of high strength concrete with partial replacement by different finenesses of rice husk ash in fresh and hardened states, and the relationship of flexural and splitting tensile strengths with compressive strength. The percentage replacements of cement by each type of rice husk ashes were 0, 15 and 30% by weight of cementitious material. The total cementitious material ratio, fine to total aggregate ratio and aggregate to cementitious material ratio were kept constant. The slumps of high strength concrete were controlled to be 18±2 cm by varying the dosage of superplasticizer. Test results showed that the dosage of superplasticizer increased with increase in fineness and percentage replacement of rice husk ash. The replacements of all types of rice husk ashes and all percentage replacements reduced the early strength for both flexural and splitting tensile strengths as compared to the conventional concrete. This reduction was more significant with the replacements of original, medium and fine rice husk ashes in that order. The replacements of medium and fine rice husk ashes for 15% replacement increased the long-term flexural and splitting tensile strengths. The replacements of all types of rice husk ashes for 30% replacement did not increase significantly the flexural and splitting tensile strengths. The flexural and splitting tensile strengths of fine rice husk ash concrete were higher than those of medium and original rice husk ashes· concrete regardless of percentage replacement for both early and long-term ages. The ratio of flexural strength to the 28-day compressive strength of high strength concrete containing rice husk ash was found to be 6.97% at early age and 12.54% at long-term age regardless of type and percentage replacement of rice husk ash. The ratio of splitting tensile strength to the 28-day compressive strength of high strength concrete containing rice husk ash was 5.19% at early age and 7.73% at long-term age regardless of type and percentage replacement of rice husk ash. It was also found that the relationship between the flexural and compressive strengths as proposed by ACI Committee 363 can be applied for high strength concrete containing rice husk ash.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Rice hull ash
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Strength of materials
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Zhu, Hongping,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Takewaka, Koji,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology Partial Scholarship,
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-00-14
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B06839">http://203.159.5.9/ait-thesis/detail.php?q=B06839</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 000915
First date, FD (RLIN) m
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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Barcode Barcode : 30050120747190
CREATED CREATED : 2014-05-30
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Barcode Barcode : 30050160102124
CREATED CREATED : 2016-04-21
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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-00-14 30050120747190 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-00-14 30050160102124 18/08/2026 1 18/08/2026 40-Archives
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