RISS 학술연구정보서비스

검색

인기 검색어

    다국어 입력

    http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

    변환된 중국어를 복사하여 사용하시면 됩니다.

    예시)
    • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
    • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
    닫기
    KCI등재 SCIE SCOPUS

    Effect of Hydration Process on Properties and Microstructure of Coal Gangue Admixture Concrete

    한글로보기

    https://www.riss.kr/link?id=A108210196

    • 0

      상세조회
    • 0

      다운로드
    서지정보 열기
    • 내보내기
    • 내책장담기
    • 공유하기
    • 오류접수
    인용문이 복사되었습니다.

    부가정보

    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    The mineral of coal gangue is mainly kaolinite, which can be used as mineral admixture after activation. In order to study the effect of coal gangue on the hydration process of concrete, 20% coal gangue powder was used to replace cement to prepare concrete. The phase composition, microstructure morphology and pore structure of concrete hydration products at different ages were observed by X-ray diffraction (XRD), fourier transform infrared spectroscopy (FT-IR), scanning electron microscope (SEM) and nuclear magnetic resonance (NMR). At the same time, the experimental study on the compressive strength, splitting tensile strength and flexural strength of coal gangue admixture concrete with time and relationship was carried out. The results indicate that the addition of coal gangue powder significantly affected the hydration process of cement. In the cement-coal gangue powder-water system, coal gangue particles adsorbed a large amount of CH generated by cement hydration after curing for 14 d. The (AlO4)4− group in the coal gangue power replaced the (SiO4)4− on the calcium silicate hydrate (C-S-H) structure of the hydration product, thereby generating a new flocculated polymer calcium aluminosilicate hydrate (C-A-S-H). Until the curing age exceeded 56 d, the CH content in the slurry was less, and the hydration reaction rate of coal gangue became slowe. The unhydrated coal gangue particles played the “micro-aggregate effect”, filled in the pores and reduced the number of macropores and pores. The density of concrete microstructure increased, which promoted the continuous increase of concrete strength.
    번역하기

    The mineral of coal gangue is mainly kaolinite, which can be used as mineral admixture after activation. In order to study the effect of coal gangue on the hydration process of concrete, 20% coal gangue powder was used to replace cement to prepare con...

    The mineral of coal gangue is mainly kaolinite, which can be used as mineral admixture after activation. In order to study the effect of coal gangue on the hydration process of concrete, 20% coal gangue powder was used to replace cement to prepare concrete. The phase composition, microstructure morphology and pore structure of concrete hydration products at different ages were observed by X-ray diffraction (XRD), fourier transform infrared spectroscopy (FT-IR), scanning electron microscope (SEM) and nuclear magnetic resonance (NMR). At the same time, the experimental study on the compressive strength, splitting tensile strength and flexural strength of coal gangue admixture concrete with time and relationship was carried out. The results indicate that the addition of coal gangue powder significantly affected the hydration process of cement. In the cement-coal gangue powder-water system, coal gangue particles adsorbed a large amount of CH generated by cement hydration after curing for 14 d. The (AlO4)4− group in the coal gangue power replaced the (SiO4)4− on the calcium silicate hydrate (C-S-H) structure of the hydration product, thereby generating a new flocculated polymer calcium aluminosilicate hydrate (C-A-S-H). Until the curing age exceeded 56 d, the CH content in the slurry was less, and the hydration reaction rate of coal gangue became slowe. The unhydrated coal gangue particles played the “micro-aggregate effect”, filled in the pores and reduced the number of macropores and pores. The density of concrete microstructure increased, which promoted the continuous increase of concrete strength.

    더보기

    참고문헌 (Reference)

    1 Dellisanti F, "The role of microstrain on the thermostructural behaviour of industrial kaolin deformed by ball milling at low mechanical load" 102 : 69-77, 2012

    2 Fernandez R, "The origin of the pozzolanic activity of calcined clay minerals : A comparison betweenkaolinite, illite and montmorillonite" 41 (41): 113-122, 2011

    3 Liu KN, "Study on the mechanical properties and microstructure of fiber reinforced metakaolin-based recycled aggregate concrete" 294 : 2021

    4 Song XY, "Study on structural characteristic and mechanical property of coal gangue in activation process" 32 : 358-363, 2004

    5 "Standard for test methods of long-term performance and durability of ordinary concrete. GB/T 50082-2009" Chinese Standard Press 2009

    6 "Standard for test methods of concrete physical and mechanical properties. GB/T 50081-2019" Chinese Standard Press 2019

    7 "Standard for test method of performance on ordinary fresh concrete. GB/T 50080-2016" Chinese Standard Press 2016

    8 "Specification for mix proportion design of ordinaryconcrete. JGJ/T 55-2011" Chinese Standard Press 2011

    9 Zhang YL, "Reactivity activation of waste coal gangue and its impact on the properties of cement-based materials – A review" 234 : 2020

    10 Guan X, "Performance of microwave-activated coal gangue powder as auxiliary cementitious material" 14 : 2799-2811, 2021

    1 Dellisanti F, "The role of microstrain on the thermostructural behaviour of industrial kaolin deformed by ball milling at low mechanical load" 102 : 69-77, 2012

    2 Fernandez R, "The origin of the pozzolanic activity of calcined clay minerals : A comparison betweenkaolinite, illite and montmorillonite" 41 (41): 113-122, 2011

    3 Liu KN, "Study on the mechanical properties and microstructure of fiber reinforced metakaolin-based recycled aggregate concrete" 294 : 2021

    4 Song XY, "Study on structural characteristic and mechanical property of coal gangue in activation process" 32 : 358-363, 2004

    5 "Standard for test methods of long-term performance and durability of ordinary concrete. GB/T 50082-2009" Chinese Standard Press 2009

    6 "Standard for test methods of concrete physical and mechanical properties. GB/T 50081-2019" Chinese Standard Press 2019

    7 "Standard for test method of performance on ordinary fresh concrete. GB/T 50080-2016" Chinese Standard Press 2016

    8 "Specification for mix proportion design of ordinaryconcrete. JGJ/T 55-2011" Chinese Standard Press 2011

    9 Zhang YL, "Reactivity activation of waste coal gangue and its impact on the properties of cement-based materials – A review" 234 : 2020

    10 Guan X, "Performance of microwave-activated coal gangue powder as auxiliary cementitious material" 14 : 2799-2811, 2021

    11 Sabir BB, "Metakaolin and calcined clays as pozzolans for concrete : A review" 23 (23): 441-454, 2001

    12 Peng H, "Influencing mechanismof curing metakaolin — Based temperature on synthesis of geopolymer" 20 (20): 379-384, 2017

    13 Zhang C, "Influence of thermal activated coal gangue on mechanical properties of cement" 1 : 13-15, 2004

    14 Siddigye R, "Influence of metakaolin on the properties of mortar and concrete" 43 : 392-400, 2009

    15 Frías M, "Influence of coal mining by-products on the new blended cement properties" 303 : 2015

    16 Zhang J, "Fractal analysis of pore structure development of sandstone : A nuclear magnetic resonance investigation" 7 : 47282-47293, 2019

    17 Liu H, "Feasibility analysis of coal gangue used as concrete aggregate" 39 (39): 60-63, 2020

    18 Cheng DS, "Experimental study on forecasting early strength of light aggregate concrete" 1 : 32-36, 2007

    19 Zhang JR, "Experimental study on early compressive strength and elastic modulus of concrete" 3 : 89-92, 2003

    20 Li J, "Experimental investigations on the effects of ambient freeze-thaw cycling on dynamic properties and rock pore structure deterioration of sandstone" 154 : 133-141, 2018

    21 Chen YM, "Effect of coal gangue with different kaolin contents on compressive strength and pore size of blended cement paste" 23 : 12-15, 2008

    22 Cao YD, "Effect of calcined coal gangue on the mechanical property and microstructure of hydrated Portland cement" 38 (38): 356-362, 2009

    23 Zhou SX, "Effect of activated coal gangue in north china on the compressive strength and hydration process of cement" 31 (31): 2019

    24 Qiu JS, "Effect and mechanism of coal gangue concrete modification by fly ash" 294 : 2021

    25 Guo W, "Early hydration of composite cement with thermal activated coal gangue" 25 (25): 162-166, 2010

    26 Guan X, "Damage evaluation method based on ultrasound technique for gangue concrete under freezing-thawing cycles" 246 : 2020

    27 G. Dhinakaran ; S. Thilgavathi ; J. Venkataramana, "Compressive Strength and Chloride Resistance of Metakaolin Concrete" 대한토목학회 16 (16): 1209-1217, 2012

    28 "Common portland cement. GB175-2007" Chinese Standard Press 2007

    29 "Building code requirements for structural concrete and commentary"

    30 Mendes B, "Assessment of mechanical and microstructural properties of geopolymers produced from metakaolin, silica fume, and red mud" 18 (18): 2021

    더보기

    분석정보

    View

    상세정보조회

    0

    Usage

    원문다운로드

    0

    대출신청

    0

    복사신청

    0

    EDDS신청

    0

    동일 주제 내 활용도 TOP

    더보기

    주제

    연도별 연구동향

    연도별 활용동향

    연관논문

    연구자 네트워크맵

    공동연구자 (7)

    유사연구자 (20) 활용도상위20명

    인용정보 인용지수 설명보기

    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2023 평가 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
    2020-01-01 등재 등재학술지 유지 (해외등재 학술지 평가) KCI등재
    2010-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2008-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
    2005-01-01 등재 등재학술지 선정 (등재후보2차) KCI등재
    2004-01-01 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
    2002-01-01 등재 등재후보학술지 선정 (신규평가) KCI등재후보
    더보기

    학술지 인용정보

    학술지 인용정보
    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 0.59 0.12 0.49
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    0.42 0.39 0.286 0.06
    더보기

    이 자료와 함께 이용한 RISS 자료

    나만을 위한 추천자료

    해외이동버튼