Run-Sheng Lin

Dr. Run-Sheng Lin

Department of Architectural Engineering, Kangwon National University, Chuncheon-si 24341, Korea
orcid

Research Focus & Metrics

Academic Career Length

9Years (2018-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 February 2021 in Cement and Concrete Composites
Verified
Journal Article
Closed access
Run-Sheng LinRun-Sheng Lin
Run-Sheng Lin
YHYi Han
Yi Han
Xiao-yong WangXiao-yong Wang
Xiao-yong Wang

20 September 2018 in Sustainability
Verified
Journal Article
Open access
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Run-Sheng LinRun-Sheng Lin
Run-Sheng Lin
Xiao-yong WangXiao-yong Wang
Xiao-yong Wang
Gui-Yu ZhangGui-Yu Zhang
Gui-Yu Zhang
This paper compares the effects of the water-to-binder (w/b) ratio and quartz contents on the properties of cement–quartz paste. The w/b ratios of the paste mixtures specimens are 0.5 and 0.2, and the quartz powder contents are 0, 10, and 20%. At the age of 1, 3, 7, and 28 days, compressive strength test, X-ray fluorescence (XRF) spectroscopy, X-ray diffraction (XRD), mercury intrusion porosimetry (MIP), scanning electron microscopy (SEM), isothermal calorimetry, and thermogravimetric (TG) analysis were performed. The experimental results show that the quartz powder mainly has the dilution effect and crystal nucleation effect on cement hydration, and the addition of quartz powder does not change the type of hydration product. The effect of quartz powder on cement hydration is closely related to the w/b ratio. In the case of a low w/b ratio of 0.2, the addition of quartz powder did not impair the compressive strength of paste. For different w/b ratios (0.5 and 0.2) and various quartz powder contents (0, 10, and 20%) at different ages (1, 3, 7, and 28 days), there is a uniform linear relationship between strength and porosity. Similarly, there is a uniform linear relationship between chemically bound water and calcium hydroxide, between heat of hydration and compressive strength, and between chemically bound water and compressive strength. At the same time, the effect of the partial replacement of cement by quartz powder on sustainability is considered in this paper.

1 February 2019 in Materials
Verified
Journal Article
Open access
PDF file
Run-Sheng LinRun-Sheng Lin
Run-Sheng Lin
Xiao-yong WangXiao-yong Wang
Xiao-yong Wang
Han-Seung LeeHan-Seung Lee
Han-Seung Lee
HCHyeong-Kyu Cho
Hyeong-Kyu Cho
Calcined Hwangtoh (HT) clay is a very promising supplementary cementitious material (SCM). In this work, the development of the mechanical properties and microstructures of HT-blended cement paste was studied after substituting the binder with HT powder calcined at 800 °C. The water-to-binder (w/b) ratios of the paste used were 0.2 and 0.5, and the quantities of HT powder added to the mixture were 0, 10, and 20%. The compressive strength test indicates that the addition of the HT powder increases the compressive strength of the paste after seven days of curing, and the highest compressive strength is obtained with the 10% HT substitution, regardless of whether the w/b ratio is 0.5 or 0.2. X-ray fluorescence (XRF), X-ray diffraction (XRD), inductively coupled plasma mass spectrometry (ICP-MS), isothermal calorimetry, thermogravimetric analysis (TGA), and attenuated total reflection Fourier transform infrared spectroscopy (ATR-FTIR) analysis show that the HT powder not only has a physical effect (i.e., nucleation effect and dilution effect) on cement hydration but also has a chemical effect (i.e., chemical reaction of HT). The results of scanning electron microscopy (SEM) and mercury intrusion porosimetry (MIP) analysis show that the paste has more ettringite during the early stage, and the microstructure is refined after the addition of the HT powder. In addition, the relationships between chemically bound water, hydration heat, and compressive strength are presented.

29 January 2024 in Construction and Building Materials
Verified
Journal Article
Closed access
YLYongpang Liao
Yongpang Liao
YLYan Lv
Yan Lv
GHGuo Huang
Guo Huang
SRShengli Ren
Shengli Ren
Xiao-yong WangXiao-yong Wang
Xiao-yong Wang
Run-Sheng LinRun-Sheng Lin
Run-Sheng Lin

15 January 2025 in Cement and Concrete Composites
Verified
Journal Article
Closed access
Run-Sheng LinRun-Sheng Lin
Run-Sheng Lin
YLYongpang Liao
Yongpang Liao
CFChaoshu Fu
Chaoshu Fu
TPTing-Hong Pan
Ting-Hong Pan
RGRongxin Guo
Rongxin Guo
Xiao-yong WangXiao-yong Wang
Xiao-yong Wang

1 April 2022 in Journal of Building Engineering
Verified
Journal Article
Closed access
YHYI HAN
YI HAN
Run-Sheng LinRun-Sheng Lin
Run-Sheng Lin
Xiao-yong WangXiao-yong Wang
Xiao-yong Wang