The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement

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...

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Main Authors: Putra Jaya, Ramadhansyah, Nadiatul Adilah, Ahmad Abdul Ghani, S. Y., Ayman Mohammed, Rokiah, Othman, Mohd Rosli, Hainin
Format: Conference or Workshop Item
Language:English
Published: IOP Publishing 2020
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/27222/
http://umpir.ump.edu.my/id/eprint/27222/
http://umpir.ump.edu.my/id/eprint/27222/1/The%20Influence%20of%20Steel%20Slag%20as%20Alternative%20Aggregate.pdf
id ump-27222
recordtype eprints
spelling ump-272222020-01-14T07:31:23Z http://umpir.ump.edu.my/id/eprint/27222/ The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement Putra Jaya, Ramadhansyah Nadiatul Adilah, Ahmad Abdul Ghani S. Y., Ayman Mohammed Putra Jaya, Ramadhansyah Rokiah, Othman Mohd Rosli, Hainin TH Building construction 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. IOP Publishing 2020 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/27222/1/The%20Influence%20of%20Steel%20Slag%20as%20Alternative%20Aggregate.pdf 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) https://doi.org/10.1088/1757-899X/712/1/012011
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TH Building construction
spellingShingle TH Building construction
Putra Jaya, Ramadhansyah
Nadiatul Adilah, Ahmad Abdul Ghani
S. Y., Ayman Mohammed
Putra Jaya, Ramadhansyah
Rokiah, Othman
Mohd Rosli, Hainin
The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement
description 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.
format Conference or Workshop Item
author Putra Jaya, Ramadhansyah
Nadiatul Adilah, Ahmad Abdul Ghani
S. Y., Ayman Mohammed
Putra Jaya, Ramadhansyah
Rokiah, Othman
Mohd Rosli, Hainin
author_facet Putra Jaya, Ramadhansyah
Nadiatul Adilah, Ahmad Abdul Ghani
S. Y., Ayman Mohammed
Putra Jaya, Ramadhansyah
Rokiah, Othman
Mohd Rosli, Hainin
author_sort Putra Jaya, Ramadhansyah
title The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement
title_short The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement
title_full The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement
title_fullStr The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement
title_full_unstemmed The Influence of Steel Slag as Alternative Aggregate in Permeable Concrete Pavement
title_sort influence of steel slag as alternative aggregate in permeable concrete pavement
publisher IOP Publishing
publishDate 2020
url http://umpir.ump.edu.my/id/eprint/27222/
http://umpir.ump.edu.my/id/eprint/27222/
http://umpir.ump.edu.my/id/eprint/27222/1/The%20Influence%20of%20Steel%20Slag%20as%20Alternative%20Aggregate.pdf
first_indexed 2023-09-18T22:42:43Z
last_indexed 2023-09-18T22:42:43Z
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