Research on the Resistant Properties of High Strength Concrete

碩士 === 國立中興大學 === 土木工程學系 === 89 === ABSTRACT The abrasion resistance of concrete significantly dominates the durability of hydraulic structures. In this research a series of tests with various material parameters were conducted to investigate the erosion-abrasion resistance of concrete a...

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Main Authors: Yung Kuang Lo, 羅遠光
Other Authors: Tsong Yen
Format: Others
Language:zh-TW
Published: 2001
Online Access:http://ndltd.ncl.edu.tw/handle/14327055783641237501
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spelling ndltd-TW-089NCHU00150252016-07-06T04:10:45Z http://ndltd.ncl.edu.tw/handle/14327055783641237501 Research on the Resistant Properties of High Strength Concrete 高強度混凝土耐磨性質之研究 Yung Kuang Lo 羅遠光 碩士 國立中興大學 土木工程學系 89 ABSTRACT The abrasion resistance of concrete significantly dominates the durability of hydraulic structures. In this research a series of tests with various material parameters were conducted to investigate the erosion-abrasion resistance of concrete and the correlation between abrasion resistance and the engineering mechanic properties of concrete. A high strength concrete with good abrasion resistance and workability was developed for adopting as the material of hydraulic structures. The test variables include five water-binder ratios (W/B=0.36、0.34、0.32、0.30、0.28) and three water contents (W=140、160 and 180 kgw/m3). Test results show that decreasing the water-binder ratio results in an increase of the compressive strength and abrasion resistance of concrete. Under the condition of low water-binder ratio, it is obvious that adding coarse aggregate can improve the abrasion resistance of concrete. While at early age, the variation of abrasion resistance of concrete between low and high water-binder ratio is quite large. Increase of water contents will decrease abrasion resistance of concrete at early age more obviously than at late age. The volume of abrasion can be reduced about 10% percentage when the splitting strength or bending strength increase about 10kgf/cm2. Tsong Yen 顏聰 2001 學位論文 ; thesis 117 zh-TW
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description 碩士 === 國立中興大學 === 土木工程學系 === 89 === ABSTRACT The abrasion resistance of concrete significantly dominates the durability of hydraulic structures. In this research a series of tests with various material parameters were conducted to investigate the erosion-abrasion resistance of concrete and the correlation between abrasion resistance and the engineering mechanic properties of concrete. A high strength concrete with good abrasion resistance and workability was developed for adopting as the material of hydraulic structures. The test variables include five water-binder ratios (W/B=0.36、0.34、0.32、0.30、0.28) and three water contents (W=140、160 and 180 kgw/m3). Test results show that decreasing the water-binder ratio results in an increase of the compressive strength and abrasion resistance of concrete. Under the condition of low water-binder ratio, it is obvious that adding coarse aggregate can improve the abrasion resistance of concrete. While at early age, the variation of abrasion resistance of concrete between low and high water-binder ratio is quite large. Increase of water contents will decrease abrasion resistance of concrete at early age more obviously than at late age. The volume of abrasion can be reduced about 10% percentage when the splitting strength or bending strength increase about 10kgf/cm2.
author2 Tsong Yen
author_facet Tsong Yen
Yung Kuang Lo
羅遠光
author Yung Kuang Lo
羅遠光
spellingShingle Yung Kuang Lo
羅遠光
Research on the Resistant Properties of High Strength Concrete
author_sort Yung Kuang Lo
title Research on the Resistant Properties of High Strength Concrete
title_short Research on the Resistant Properties of High Strength Concrete
title_full Research on the Resistant Properties of High Strength Concrete
title_fullStr Research on the Resistant Properties of High Strength Concrete
title_full_unstemmed Research on the Resistant Properties of High Strength Concrete
title_sort research on the resistant properties of high strength concrete
publishDate 2001
url http://ndltd.ncl.edu.tw/handle/14327055783641237501
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