Improving the Engineering and Fluid Transport Properties of Ultra-High Strength Concrete Utilizing Ultrafine Palm Oil Fuel Ash

Author:

N. Mohammed Ahmad1,Azmi Megat Johari Megat1,M. Zeyad Abdullah12,A. Tayeh Bassam3,O. Yusuf Moruf4

Affiliation:

1. School of Civil Engineering, Universiti Sains Malaysia, Pulau Pinang, Malaysia.

2. Department of Civil Engineering, University of Science and Technology, Sana'a, Yemen.

3. Engineering Division, Islamic University of Gaza, Gaza, Palestine.

4. Center for Engineering Research, Research Institute, King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference34 articles.

1. 1) Malaysian Palm Oil Board (MPOB)., M.P.O.B., (2007). “Economic and statistic.” <http://econ.mpob.gov.my/ economy/annual/stat2007/EID_ statistics07.htm>.

2. 2) ASTM-C150/C150M, (2009). “Standard specification for portland cement.” American Society for Testing and Materials, West Conshohocken, PA 55555, United States.

3. 3) ASTM-C230M, (1998). “Standard specification for flow table for use in tests of hydraulic cement.” American Society for Testing and Materials, West Conshohocken, PA 19428-2959, United States.

4. 4) ASTM-C403/C403/M, (1995). “Standard test method for time of Setting of concrete mixture by penetration resistance.” American Society for Testing and Materials, West Conshohocken, PA 19428-2959, United States.

5. 5) ASTM-C1202, (1997). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” American Society for Testing and Materials, West Conshohocken, PA 19428-2959, United States.

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