A micro-experimental insight into the mechanical behavior of sticky rice slurry-lime mortar subject to wetting-drying cycles
被引:0
|
作者:
Rongwei Yang
论文数: 0引用数: 0
h-index: 0
机构:Tsinghua University,Civil Engineering Department
Rongwei Yang
Kefei Li
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h-index: 0
机构:Tsinghua University,Civil Engineering Department
Kefei Li
Linlin Wang
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h-index: 0
机构:Tsinghua University,Civil Engineering Department
Linlin Wang
Michel Bornert
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h-index: 0
机构:Tsinghua University,Civil Engineering Department
Michel Bornert
Zhiling Zhang
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h-index: 0
机构:Tsinghua University,Civil Engineering Department
Zhiling Zhang
Tao Hu
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h-index: 0
机构:Tsinghua University,Civil Engineering Department
Tao Hu
机构:
[1] Tsinghua University,Civil Engineering Department
[2] China University of Petroleum-Beijing,College of Petroleum Engineering
[3] Laboratoire Navier (UMR8205),undefined
[4] CNRS,undefined
[5] ENPC,undefined
[6] IFSTTAR,undefined
[7] Beijing Union of Yigong Technology and Trade Center,undefined
来源:
Journal of Materials Science
|
2016年
/
51卷
关键词:
Digital Image Correlation;
Clayey Soil;
Environmental Scanning Electron Microscopy;
Moisture Gradient;
Repair Material;
D O I:
暂无
中图分类号:
学科分类号:
摘要:
As an organic-inorganic composite material, sticky rice slurry-lime mortar (SLM) is being used more and more as a repair material in the preservation of cultural heritage. Taking advantage of environmental scanning electron microscopy and the digital-image correlation technique, the microdeformation and damage mechanisms of SLM subject to wetting/drying are investigated in this study. Three wetting-drying cycles between 20 and 98 % relative humidity (RH) are carried out with different hydric loading rates (i.e., 10 % RH/min, 40 % RH/min, instantaneous RH change). Micro-observation and full-field strain measurement are performed on a domain of size 400 ×\documentclass[12pt]{minimal}
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\begin{document}$$^2$$\end{document}. The results reveal that SLM subject to wetting-drying exhibits a heterogeneous strain field that correlates well with the heterogeneous microstructure of the SLM. In the first cycle, the global swelling strain is 0.25 % when RH increases from 20 to 98 %; when re-drying back to 20 % RH, we found an irreversible strain 0.04 %. The latter is demonstrated to arise from the propagation of pre-existing microcracks during the drying path. However, in the following two wetting-drying cycles, the microcracks become stable, and the irreversible strain changes slightly.
机构:
Harbin Inst Technol, Shenzhen Grad Sch, Dept Civil & Environm Engn, Shenzhen 518055, Peoples R ChinaHarbin Inst Technol, Shenzhen Grad Sch, Dept Civil & Environm Engn, Shenzhen 518055, Peoples R China
Chen, R.
Ng, C. W. W.
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机构:
Guangzhou HKUST Fok Ying Tung Res Inst, Guangzhou, Guangdong, Peoples R China
Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R ChinaHarbin Inst Technol, Shenzhen Grad Sch, Dept Civil & Environm Engn, Shenzhen 518055, Peoples R China
机构:
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, Nanjing
State Key Laboratory for Geomechanics and Deep Underground Engineering, Jiangsu, XuzhouKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, Nanjing
Bian X.
Hong J.-T.
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机构:
Yangtze Ecology and Environment Co. Ltd., Hubei, WuhanKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, Nanjing
Hong J.-T.
Shi X.-S.
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机构:
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, NanjingKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, Nanjing
Shi X.-S.
Li X.-Z.
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h-index: 0
机构:
State Key Laboratory for Geomechanics and Deep Underground Engineering, Jiangsu, XuzhouKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, Nanjing
Li X.-Z.
Peng W.-H.
论文数: 0引用数: 0
h-index: 0
机构:
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, NanjingKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, Nanjing
Peng W.-H.
Zhao P.
论文数: 0引用数: 0
h-index: 0
机构:
State Key Laboratory for Geomechanics and Deep Underground Engineering, Jiangsu, XuzhouKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, Nanjing
Zhao P.
Zhongguo Gonglu Xuebao/China Journal of Highway and Transport,
2023,
36
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