Changming Li

Dr. Changming Li

School of Civil Engineering and Transportation, North China University of Water Resource and Electric Power, Zhengzhou 450045, China
orcid

Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

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

Representative Publications

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1 April 2019 in Theoretical and Applied Fracture Mechanics
Verified
Journal Article
Closed access
JGJunfeng Guan
Junfeng Guan
CLChangming Li
Changming Li
JWJuan Wang
Juan Wang
LQLongbang Qing
Longbang Qing
ZSZhikai Song
Zhikai Song
ZLZenpeng Liu
Zenpeng Liu

1 October 2013 in Materials Letters
Verified
Journal Article
Closed access
DSDan Sun
Dan Sun
LWLijiu Wang
Lijiu Wang
CLChangming Li
Changming Li

1 October 2014 in Construction and Building Materials
Verified
Journal Article
Closed access
CLChangming Li
Changming Li
TZTingting Zhang
Tingting Zhang
LWLijiu Wang
Lijiu Wang

1 October 2016 in Cement and Concrete Research
Verified
Journal Article
Open access
TZTingting Zhang
Tingting Zhang
XLXiaomin Liang
Xiaomin Liang
CLChangming Li
Changming Li
MLM. Lorin
M. Lorin
YLYanying Li
Yanying Li
Christopher CheesemanChristopher Cheeseman
Christopher Cheeseman
? 2016 Elsevier Ltd. All rights reserved.Magnesium silicate hydrate (M-S-H) gel can be formed by the reaction of MgO with amorphous silica in the presence of sodium hexametaphosphate (Na-HMP). Typical pastes contain 40% MgO and 60% SF and have a w/c ratio of 0.5, but these exhibit shrinkage cracking on drying. The shrinkage characteristics of M-S-H mortar samples containing different additions of sand have been studied using dilatometry. The drying shrinkage was found to decrease with increasing sand addition and to increase with increased water content. Mortars with 60 wt.% sand addition and a w/c ratio of 0.5 had a drying shrinkage of 0.16% and did not show shrinkage cracking. A simple geometrical model based on particle packing is presented that explains the observed changes in drying shrinkage. Based on the geometrical model, the shrinkage of M-S-H mortar system can be reduced to zero when the volume fraction of sand in the mortar is about 0.77

8 January 2019 in Construction and Building Materials
Verified
Journal Article
Closed access
JDJingliang Dong
Jingliang Dong
CLChangming Li
Changming Li
HLHui Liu
Hui Liu
LZLiqing Zhang
Liqing Zhang
JLJinquan Liu
Jinquan Liu

1 June 2018 in Construction and Building Materials
Verified
Journal Article
Closed access
CLChangming Li
Changming Li
JDJingliang Dong
Jingliang Dong
SZShunbo Zhao
Shunbo Zhao
HLHui Liu
Hui Liu
WYWenyi Yao
Wenyi Yao
LWLijiu Wang
Lijiu Wang