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Impact of waste glass powder on mechanical properties and microstructure of rubber concrete  ( SCI-EXPANDED收录)   被引量:1

文献类型:期刊文献

英文题名:Impact of waste glass powder on mechanical properties and microstructure of rubber concrete

作者:He, Zhihai[1,2];Zhu, Haonan[1];Chen, Deng[3];Mo, Liwu[4];Li, Zeng[1];Han, Chao[1]

机构:[1]Shaoxing Univ, Coll Civil Engn, Shaoxing 312000, Peoples R China;[2]Key Lab Rock Mech & Geohazards Zhejiang Prov, Shaoxing 312000, Peoples R China;[3]Suzhou Univ Sci & Technol, Coll Civil Engn, Suzhou 215011, Peoples R China;[4]Nanjing Tech Univ, Coll Mat Sci & Engn, Nanjing 211800, Peoples R China

年份:2021

卷号:11

期号:4

起止页码:506

外文期刊名:MATERIALS EXPRESS

收录:SCI-EXPANDED(收录号:WOS:000661270900008)、、Scopus(收录号:2-s2.0-85105631937)、WOS

基金:The authors would like to acknowledge the Natural Science Foundation of Zhejiang Province (Grant No. LY20E020006), National Natural Science Foundation of China (Grant No. 51602198), the International Scientific and Technological Cooperation Project of Shaoxing University (Grant No. 2019LGGH1009), the Natural Science Foundation of the Jiangsu Higher Education Institution of China (Grant No. 20KJB560007), the Open Research Program of GuangXi Key Laboratory of New Energy and Building Energy Saving (Grant No. 19J-22-1) and the Natural Science Foundation of Suzhou University of Science and Technology (XKZ2019001) for their financial support to the work present in this paper.

语种:英文

外文关键词:Waste Glass Powder; Rubber Concrete; Mechanical Properties; Microstructure

外文摘要:To reduce the pollution of waste glass powder (GP) and waste rubber (WR) on the environment, GP is added into rubber concrete as a mineral admixture. The mechanical properties of rubber concrete incorporating with 0-30% of GP are investigated. The microstructure of rubber concrete is determined through scanning electron microscope (SEM) and mercury intrusion porosimetry (MIP), and the nanomechanical properties are determined by nanoindentation technique. The results demonstrate that the utilization of GP decreases the early strength and elastic modulus of rubber concrete, and more than 10% GP degrades seriously the microstructure. However, the addition of 10% GP enhances the compressive strength and elastic modulus at the later ages, and promotes the generation of calcium silicate hydrate (C-S-H) gel that compacts the microstructure of rubber concrete. The nanomechanical properties of the interfacial transition zone are also improved effectively due to the addition of 10% GP.

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