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. 1ststage is obtaining the best mix design by using cubic concrete samples with dimension of 100mm height based on 7 days compressive strength t...

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Main Authors: A. A. G., Nadiatul Adilah, S. Y., Ayman Mohammed, Putra Jaya, Ramadhansyah, O., Rokiah, Mohd Rosli, Hainin
Format: Conference or Workshop Item
Language:English
Published: 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/26518/
http://umpir.ump.edu.my/id/eprint/26518/1/7.%20The%20influence%20of%20steel%20slag%20as%20alternative%20aggregate.pdf
id ump-26518
recordtype eprints
spelling ump-265182019-11-20T08:36:30Z http://umpir.ump.edu.my/id/eprint/26518/ The influence of steel slag as alternative aggregate in permeable concrete pavement A. A. G., Nadiatul Adilah S. Y., Ayman Mohammed Putra Jaya, Ramadhansyah O., Rokiah Mohd Rosli, Hainin TF Railroad engineering and operation 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. 1ststage 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 2nd stage. In addition, steel slag was used in the 2nd 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. 2019 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26518/1/7.%20The%20influence%20of%20steel%20slag%20as%20alternative%20aggregate.pdf A. A. G., Nadiatul Adilah and S. Y., Ayman Mohammed and Putra Jaya, Ramadhansyah and O., Rokiah and Mohd Rosli, Hainin (2019) The influence of steel slag as alternative aggregate in permeable concrete pavement. In: Proceedings of 3rd National Conference on Wind & Earthquake Engineering and 1st International Seminar On Sustainable Construction Engineering (NCWE & ISSCE 2019), 12-13 July 2019 , Kuala Lumpur, Malaysia. pp. 60-67..
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TF Railroad engineering and operation
spellingShingle TF Railroad engineering and operation
A. A. G., Nadiatul Adilah
S. Y., Ayman Mohammed
Putra Jaya, Ramadhansyah
O., Rokiah
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. 1ststage 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 2nd stage. In addition, steel slag was used in the 2nd 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 A. A. G., Nadiatul Adilah
S. Y., Ayman Mohammed
Putra Jaya, Ramadhansyah
O., Rokiah
Mohd Rosli, Hainin
author_facet A. A. G., Nadiatul Adilah
S. Y., Ayman Mohammed
Putra Jaya, Ramadhansyah
O., Rokiah
Mohd Rosli, Hainin
author_sort A. A. G., Nadiatul Adilah
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
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/26518/
http://umpir.ump.edu.my/id/eprint/26518/1/7.%20The%20influence%20of%20steel%20slag%20as%20alternative%20aggregate.pdf
first_indexed 2023-09-18T22:41:21Z
last_indexed 2023-09-18T22:41:21Z
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