Comparing the effects of oil palm kernel shell and cockle shell on properties of pervious concrete pavement

• Main Authors: Khankhaje, E. (Author), Rafieizonooz, M. (Author), Salim, M. R. (Author), Mirza, J. (Author), Salmiati, Salmiati (Author), Hussin, M. W. (Author)
• Format: Article
• Language: English
• Published: Elsevier B.V., 2017.
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: Get fulltext

 Nowadays, pervious concrete pavement is one of the best materials used in construction industry as a top layer of permeable pavement system to control the storm water at source. In addition, increasing production of waste materials, increased the interest in utilising the waste materials for environmental and technical benefits. Therefore, this paper compared the effect of using two different sizes of oil palm kernel shell (OPKS) and cockleshell (CS) as partial replacement of natural coarse aggregate on properties of pervious concrete pavement. Thirteen mixtures were made, in which 6.30-mm natural gravel was replaced with 0, 25, 50 and 75% of 6.30-mm and 4.75-mm of both shells. The relationships between the properties of pervious concrete mixtures was also determined. The replacement of OPKS and CS as the natural aggregate decreased the compressive strength, while the angular shape of both shells caused higher void content and permeability as compared to those of control pervious concrete. On the other hand, pervious concrete containing CS showed better properties than those of incorporating OPKS. Apart from that, strong relationships between density, void content, permeability, compressive strength values indicated that they can be used as a pervious concrete quality control tests for prediction of properties of pervious concrete pavement before placement in the field.