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Author:

Liu, Y. (Liu, Y..) | Li, Y. (Li, Y..) | Jin, C. (Jin, C..) | Li, H. (Li, H..) | Mu, J. (Mu, J..)

Indexed by:

EI Scopus SCIE

Abstract:

Relative humidity (RH) has an important influence on the creep performance of cement-based materials. In this paper, the creep and creep recovery experiments of hardened cement paste (HCP) were carried on under four humidity balance. The low-field 1H nuclear magnetic resonance (NMR) test was performed on the HCP after the creep recovery test to obtain the internal water distribution characteristics of HCP. The creep properties and volume ratio of different micro phases in HCP were acquired by nanoindentation test, backscattered electron (BSE) test, and thermogravimetric (TG) test. Subsequently, the structure features of C–S–H were acquired by the 29Si NMR test and the nitrogen adsorption-desorption test. The results showed that the raise of RH significantly increased the interlayer water content in HCP. The creep properties of C–S–H reduced significantly with the increase of RH. The volume fraction of low-density (LD) C–S–H elevated with raising RH, while the trend of high-density (HD) C–S–H was opposite to the former. When RH increased, the mean chain length of the gel raised, and the gel pores became more numerous, among which the magnitude of change of LD C–S–H pores was more significant. © 2023 Elsevier Ltd

Keyword:

Irrecoverable creep C–S–H gel Hardened cement paste Micro phases Relative humidity

Author Community:

  • [ 1 ] [Liu Y.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China
  • [ 2 ] [Li Y.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China
  • [ 3 ] [Jin C.]Faculty of Science, Beijing University of Technology, 100124, China
  • [ 4 ] [Li H.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China
  • [ 5 ] [Mu J.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, China

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Source :

Journal of Building Engineering

ISSN: 2352-7102

Year: 2023

Volume: 69

6 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 13

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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