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    Pore Structure Changes of Blended Cement Pastes Containing Fly Ash, Rice Husk Ash, and Palm Oil Fuel Ash Caused by Carbonation 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 011
    Author(s): Prinya Chindaprasirt; Sumrerng Rukzon
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the effects of carbonation on pore structure of blended pozzolan cement pastes were investigated. Ordinary Portland cement (OPC) was partially replaced with ground palm oil fuel ash (POA), ground rice husk ...
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    Strength and Carbonation Model of Rice Husk Ash Cement Mortar with Different Fineness 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 003
    Author(s): Sumrerng Rukzon; Prinya Chindaprasirt
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study of the strength and carbonation resistance of mortar made with portland rice husk ash cement by some accelerated short-term techniques in 5% carbon dioxide. Three finenesses of rice husk ashes, ...
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    Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 007
    Author(s): Pattanapong Topark-Ngarm; Prinya Chindaprasirt; Vanchai Sata
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, setting time, strength and bond of high-calcium fly ash geopolymer concrete were investigated. The high-calcium fly ash was from Mae Moh power plant in northern Thailand. Both sodium silicate solution and ...
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    Use of Palm Oil Fuel Ash to Improve Chloride and Corrosion Resistance of High-Strength and High-Workability Concrete 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 004
    Author(s): Prinya Chindaprasirt; Chaicharn Chotetanorm; Sumrerng Rukzon
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the use of palm oil fuel ash as a pozzolanic material in producing high-strength and high-workability concrete. Portland cement Type I (CT) was partially replaced with ground palm oil fuel ash (PA). PA ...
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    Sulfate Resistance of Clay-Portland Cement and Clay High-Calcium Fly Ash Geopolymer 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 005
    Author(s): Patimapon Sukmak; Pre De Silva; Suksun Horpibulsuk; Prinya Chindaprasirt
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the short-term resistance ability of two different cementitious systems prepared using silty clay as a major component against 5 wt% sodium sulfate and 5 wt% magnesium sulfate solutions. The two ...
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    Fatigue Assessment of Cement-Treated Base for Roads: An Examination of Beam-Fatigue Tests 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 010
    Author(s): Peerapong Jitsangiam; Korakod Nusit; Suphat Chummuneerat; Prinya Chindaprasirt; Preda Pichayapan
    Publisher: American Society of Civil Engineers
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    Role of Filler Effect and Pozzolanic Reaction of Biomass Ashes on Hydrated Phase and Pore Size Distribution of Blended Cement Paste 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009
    Author(s): Prinya Chindaprasirt; Theerawat Sinsiri; Wunchock Kroehong; Chai Jaturapitakkul
    Publisher: American Society of Civil Engineers
    Abstract: The role of filler effect and pozzolanic reaction of biomass ash on hydrated phase and pore size distribution of blended cement paste was studied. Rice husk ash (RHA), palm oil fuel ash (POFA), and river sand (RS) were ...
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    High-Calcium Bottom Ash Geopolymer: Sorptivity, Pore Size, and Resistance to Sodium Sulfate Attack 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 001
    Author(s): Chaicharn Chotetanorm; Prinya Chindaprasirt; Vanchai Sata; Sumrerng Rukzon; Apha Sathonsaowaphak
    Publisher: American Society of Civil Engineers
    Abstract: The resistance to sulfate attack, compressive strength, sorptivity, and pore size of high-calcium bottom ash geopolymer mortars were studied. Ground lignite bottom ashes (BAs) with median particle sizes of 16, 25, and 32 μm ...
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    Influence of Activation Methods on Strength and Chloride Resistance of Concrete Using Calcium Carbide Residue–Fly Ash Mixture as a New Binder 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 004
    Author(s): Saofee Dueramae; Weerachart Tangchirapat; Prinya Chindaprasirt; Chai Jaturapitakkul
    Publisher: American Society of Civil Engineers
    Abstract: This research aimed to investigate the compressive strength and chloride resistance of concrete made with 30% of calcium carbide residue (CCR) and 70% fly ash (FA) as a binder without portland cement. There were three ...
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    Recycled Concrete Aggregates in Roadways: Laboratory Examination of Self-Cementing Characteristics 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 010
    Author(s): Peerapong Jitsangiam; Kornkanok Boonserm; Tanapon Phenrat; Suphat Chummuneerat; Prinya Chindaprasirt; Hamid Nikraz
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the self-cementing phenomenon of the road construction material known as recycled concrete aggregate (RCA). Two RCA types were selected as study materials: (1) high-grade RCA (HRCA), a quality RCA ...
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