Performance of Kaolin Clay on the Concrete Pavement

被引：6

作者：

Abdullah, M. E. ^{[1
]}

Jaya, R. P. ^{[2
,4
]}

Shahafuddin, M. N. A. ^{[2
]}

Yaacob, H. ^{[2
]}

Ibrahim, M. H. Wan ^{[1
]}

Nazri, F. M. ^{[3
]}

Ramli, N. I. ^{[4
]}

Mohammed, A. A. ^{[5
]}

机构：

[1] Univ Tun Hussein Onn Malaysia, Fac Civil & Environm Engn, Batu Pahat 86400, Johor Bahru, Malaysia

[2] Univ Teknol Malaysia, Dept Geotech & Transportat, Fac Civil Engn, Johor Baharu 81310, Malaysia

[3] Univ Sains Malaysia, Sch Civil Engn, Engn Campus, Nibong Tebal 14300, Penang, Malaysia

[4] Univ Malaysia Pahang, Fac Civil Engn & Earth Resources, Gambang 26300, Pahang, Malaysia

[5] Univ Nottingham, Fac Engn, Malaysia Campus,Jalan Broga, Semenyih 43500, Selangor, Malaysia

来源：

3RD INTERNATIONAL CONFERENCE ON GLOBAL SUSTAINABILITY AND CHEMICAL ENGINEERING (ICGSCE) | 2018年 / 358卷

关键词：

HUSK ASH FINENESS;

D O I：

10.1088/1757-899X/358/1/012049

中图分类号：

TQ [化学工业];

学科分类号：

0817 ;

摘要：

This paper investigates the performance of concrete pavement containing kaolin clay with their engineering properties and to determine the optimum kaolin clay content. The concrete used throughout the study was designed as grade 30 MPa strength with constant water to cement ratio of 0.49. The compressive strength, flexural strength and water absorption test was conducted in this research The concrete mix designed with kaolin clay as cement replacement comprises at 0%, 5%, 10% and 15% by the total weight of cement. The results indicate that the strength of pavement concrete decreases as the percentage of kaolin clay increases. It also shows that the water absorption increases with the percentage of cement replacement. However, 5% kaolin clay is found to be the optimum level to replace cement in a pavement concrete.

引用

页数：5

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