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Temperature control in mass concrete using pozzolanic materials | |
Author | Yan, Jeou-rong |
Call Number | AIT Thesis no.ST-87-36 |
Subject(s) | Pozzuolanas |
Note | A thesis study submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology |
Publisher | Asian Institute of Technology |
Abstract | The purpose of this study is to investigate experimentally the temperature variations in mass concrete when rice husk ash (RHA) and fly ash are used as pozzolan. Temperature measurements are made by thermocouples installed at various positions in a 60 c m cube specimen. The duration of measurement is made up to 1 2 0 hours after casting. In this program, chemical composition and physical properties of fly ash, setting time of fly ash and rice husk ash cement pastes, compressive strength of fly ash and rice husk ash concrete, and temperature variations in concrete having different percentage of ash replacement were conducted. All tests were carried out in accordance wit h ASTM standards. The main parameter considered in the experimental program is the percentage of pozzolan replacement which varies from 0% - 35%. The fly ash use dis taken from Krabi lignite power plant in the south of Thailand. Test results show that the use of fly ash replacement in mass concrete resulted in a greater reduction in the peak temperatures than rice husk ash. When the fly as h and rice husk as h contents respectively, were less t h an 12 and 1 4 percent by weight their effect on temperature diminished. A substitution of ordinary Portland cement by fly ash retarded while the use of RHA accelerated the rate of heat development during the first 6 hours after casting. The use of fly ash in concrete resulted in a lower compressive strength in the early age, whereas the rice husk ash concrete exhibited more or less the same strength as normal concrete . The initial and final setting times o f rice husk ash cement paste were found to be close to those of ordinary Portland cement paste, but there is an evident retardation when fly ash was used. |
Year | 1987 |
Type | Thesis |
School | School of Engineering and Technology (SET) |
Department | Other Field of Studies (No Department) |
Academic Program/FoS | Structural Engineering (STE) /Former Name = Structural Engineering and Construction (ST) |
Chairperson(s) | Pichai Nimityongskul |
Examination Committee(s) | Chauhan, Roshan Lal ;Wireland, Martin |
Scholarship Donor(s) | Government of the Republic of China |
Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1987 |