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Durability of Concrete Modified with Superabsorbent Polymers

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成果类型:
期刊论文
作者:
Li Faping*;Liu Jiesheng;Yuan Jiadou;He Xiang;Zhang Rongtang
通讯作者:
Li Faping
作者机构:
[Li Faping; Liu Jiesheng; He Xiang; Yuan Jiadou; Zhang Rongtang] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan, Hubei, Peoples R China.
通讯机构:
[Li Faping] W
Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan, Hubei, Peoples R China.
语种:
英文
关键词:
Concretes;Polymers;Portland cement;Scanning electron microscopy;Sulfur compounds;Concrete samples;Durability of concretes;Fineness modulus;Modification mechanism;Modified concrete;Ordinary concretes;Superabsorbent polymer;Water/cement ratio;Concrete additives
期刊:
MATERIALS PERFORMANCE
ISSN:
0094-1492
年:
2018
卷:
57
期:
3
页码:
54-58
基金类别:
This work was supported by the National Natural Science Foundation of China (51409203). The authors would like to express their great appreciation of the funding supported by Research and Innovation Initiatives of WHPU (2015d3), and State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology (SYSJJ2016-13).
机构署名:
本校为第一且通讯机构
院系归属:
土木工程与建筑学院
摘要:
A study presented findings on the behavior of ordinary concrete against superabsorbent polymers (SAPs) SAPs-modified concrete. Specimens were evaluated for resistance to freeze-thaw, shrinkage, and sulfate attack. Scanning electron microscopy (SEM) was utilized to investigate the modification mechanism. The cement used to prepare concrete samples was No. 42.5 Portland cement. The fine aggregate was a medium-coarse sand with a fineness modulus of 2.7 and a density of 1.57 × 103 kg/m3, in accordance with the specifications of JGJ 52-199. Tap wat...

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