Putra Jaya, Ramadhansyah and Nadiatul Adilah, Ahmad Abdul Ghani and S. Y., Ayman Mohammed and Putra Jaya, Ramadhansyah and Rokiah, Othman and Mohd Rosli, Hainin (2020) The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement. In: IOP Conference Series: Materials Science and Engineering, 3rd National Conference on Wind & Earthquake Engineering and International Seminar On Sustainable Construction Engineering , 12-13 July 2019 , Kuala Lumpur, Malaysia. pp. 1-9., 712 (012011). ISSN 1757-8981 (Print), 1757-899X (Online)
|
Pdf
The Influence of Steel Slag as Alternative Aggregate.pdf Available under License Creative Commons Attribution. Download (833kB) | Preview |
Abstract
This study identifies the pervious concrete with a high direct runoff on the pavement incorporating steel slag. This study is progressing in two stages i.e. 1 st stage is obtaining the best mix design by using cubic concrete samples with dimension of 100mm height based on 7 days compressive strength test. Indeed, different proportion of aggregate and ratio were tested in order to select the highest compressive strength which has reached 10.9 MPa in the first 7 days of curing. The cylindrical concrete sample with the dimension of 200 x 100 mm was used in the 2 nd stage. In addition, steel slag was used in the 2 nd stage besides the granite aggregate. In fact, three different percentages of steel slag are involved; 50% Steel Slag and 50% Granite; 30% Steel Slag and 70% Granite; and 70% Steel Slag and 30% Granite. Hydrologically, 13.8 mm/s is the highest Infiltration rate that pervious concrete has reached which has been recorded throughout permeability test. The rainfall intensity which plays an important role on the pavement was identified. Thus, intensity distribution frequency curve was developed using MSMA and compared within filtration rate results of pervious concrete. Mix design ten (M10) has the ability to perform efficiently during highest rainfall intensity meanwhile strength needed to be increased since 10.9 MPa in the first 7 days of curing is not sufficient.
| Item Type: | Conference or Workshop Item (Lecture) |
|---|---|
| Uncontrolled Keywords: | Steel slag; aggregate; ratio; Permeable Concrete Pavement |
| Subjects: | T Technology > TH Building construction |
| Faculty/Division: | Faculty of Civil Engineering & Earth Resources |
| Depositing User: | PM Dr. Ramdhansyah Putra Jaya |
| Date Deposited: | 14 Jan 2020 07:31 |
| Last Modified: | 14 Jan 2020 07:31 |
| URI: | http://umpir.ump.edu.my/id/eprint/27222 |
| Download Statistic: | View Download Statistics |
Actions (login required)
 |
View Item |