Self-compacting concrete using Marble Sludge Powder and Crushed Rock Dust

被引:29
|
作者
Hameed, M. Shahul [2 ]
Sekar, A. S. S. [3 ]
Balamurugan, L. [1 ]
Saraswathy, V. [4 ]
机构
[1] Norwegian Univ Sci & Technol NTNU, Dept Struct Engn, N-7491 Trondheim, Norway
[2] NPR Coll Engn & Technol, Natham 624401, Dindigul Distri, India
[3] AC Coll Engn & Technologhy, Dept Civil Engn, Karaikkudi 630006, Tamil Nadu, India
[4] Cent Electrochem Res Inst CECRI, Corros Protect Div, Karaikkudi 630006, Tamil Nadu, India
关键词
self compacting concrete; marble sludge powder; crushed rock dust; corrosion and filler;
D O I
10.1007/s12205-012-1171-y
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Self Compacting Concrete (SCC) has had a remarkable impact on the concrete construction industry, especially the precast concrete industry. Crushed Rock Dust (CRD) and Marble Sludge Powder (MSP) are discarded in the nearby land and the natural fertility of the soil is spoiled. MSP and CRD can be used as filler and helps to reduce the total voids content in concrete. Consequently, this contributes to improve the strength of concrete. An experimental investigation has been carried out to study the combined effect of addition of MSP and CRD on the strength and durability of SCC. The study on physical, chemical and mechanical properties such as compressive strength and split tensile strength and the durability tests include water absorption test, water permeability, rapid chloride permeability; electrical resistivity and half cell potential are carried out in this study. From the results it is confirmed that compressive strength increases with increase in percentage replacement of MSP up to 15% of CRD in place of FA. It is found that split tensile strength is directly proportional to the compressive strength. The highest electrical resistivity values were obtained for Normal Concrete with 100% CRD and significant increase in resistivity values for SCC.
引用
收藏
页码:980 / 988
页数:9
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