Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica
Porous asphalt (PA) has been well known for its advantages in improving skid resistance of pavement during rain, reducing splashing effects, and producing lower riding noise (Wu et al., 2020; Tang et al., 2013; Yao et al., 2011). These criteria exist due to the high porosity possessed by PA layer wh...
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| _version_ | 1831528448068157440 |
|---|---|
| author | Masri, K. A. Putra Jaya, Ramadhansyah Chin, S. C. Wan Ibrahim, Mohd Haziman |
| author_facet | Masri, K. A. Putra Jaya, Ramadhansyah Chin, S. C. Wan Ibrahim, Mohd Haziman |
| author_sort | Masri, K. A. |
| building | UMPSA Library |
| collection | Institutional Repository |
| content_provider | Universiti Malaysia Pahang Al-Sultan Abdullah |
| content_source | UMPSA Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Porous asphalt (PA) has been well known for its advantages in improving skid resistance of pavement during rain, reducing splashing effects, and producing lower riding noise (Wu et al., 2020; Tang et al., 2013; Yao et al., 2011). These criteria exist due to the high porosity possessed by PA layer which allows for high drainage capability of surface run-off. According to the Public Works Department of Malaysia (JKR/SPJ/2008, 2008), PA should have a total percentage of voids between 20% and 25% which is relatively high compared to conventional hot mixed asphalt (Yao et al., 2013). The high voids content in PA have been enabled through the use open-graded type of aggregates (Yao et al., 2013). The gradation of PA consists mainly of coarse aggregates with dimension size larger than 2.36 mm (No. 10 sieve) together with small amount of fine aggregates (not more than 15%) and also mineral filler not exceeding 5% of the total aggregate weight (BS812-103.1, 1985). Hence, this type of gradation produces a relatively high interconnected air voids after compaction. |
| format | Book Chapter |
| id | my.ump.umpir.33621 |
| institution | Universiti Malaysia Pahang |
| language | en en en en |
| publishDate | 2022 |
| publisher | Elsevier Inc. |
| record_format | eprints |
| spelling | my.ump.umpir.336212023-04-27T04:03:16Z http://umpir.ump.edu.my/id/eprint/33621/ Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica Masri, K. A. Putra Jaya, Ramadhansyah Chin, S. C. Wan Ibrahim, Mohd Haziman TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Porous asphalt (PA) has been well known for its advantages in improving skid resistance of pavement during rain, reducing splashing effects, and producing lower riding noise (Wu et al., 2020; Tang et al., 2013; Yao et al., 2011). These criteria exist due to the high porosity possessed by PA layer which allows for high drainage capability of surface run-off. According to the Public Works Department of Malaysia (JKR/SPJ/2008, 2008), PA should have a total percentage of voids between 20% and 25% which is relatively high compared to conventional hot mixed asphalt (Yao et al., 2013). The high voids content in PA have been enabled through the use open-graded type of aggregates (Yao et al., 2013). The gradation of PA consists mainly of coarse aggregates with dimension size larger than 2.36 mm (No. 10 sieve) together with small amount of fine aggregates (not more than 15%) and also mineral filler not exceeding 5% of the total aggregate weight (BS812-103.1, 1985). Hence, this type of gradation produces a relatively high interconnected air voids after compaction. Elsevier Inc. 2022-03 Book Chapter PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/33621/1/Risk%2C%20Reliability%20and%20Sustainable%20Remediation%20in%20the%20Field%20of%20Civil%20and%20Environmental%20Engineering.pdf pdf en http://umpir.ump.edu.my/id/eprint/33621/8/Risk%2C%20Reliability%20and%20Sustainable%20Remediation%20in%20the%20Field%20of%20Civil%20and%20Environmental%20Engineering_content.pdf pdf en http://umpir.ump.edu.my/id/eprint/33621/9/Prediction%20of%20rutting%20resistance%20of%20porous%20asphalt%20mixture_FULL.pdf pdf en http://umpir.ump.edu.my/id/eprint/33621/10/Prediction%20of%20rutting%20resistance%20of%20porous%20asphalt%20mixture%20incorporating%20nanosilica.pdf Masri, K. A. and Putra Jaya, Ramadhansyah and Chin, S. C. and Wan Ibrahim, Mohd Haziman (2022) Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica. In: Risk, Reliability and Sustainable Remediation in the Field of Civil and Environmental Engineering. Elsevier Inc., Amsterdam, Netherlands, pp. 477-486. ISBN 9780323856980 https://doi.org/10.1016/B978-0-323-85698-0.00018-6 |
| spellingShingle | TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Masri, K. A. Putra Jaya, Ramadhansyah Chin, S. C. Wan Ibrahim, Mohd Haziman Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica |
| title | Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica |
| title_full | Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica |
| title_fullStr | Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica |
| title_full_unstemmed | Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica |
| title_short | Prediction of rutting resistance of porous asphalt mixture incorporating nanosilica |
| title_sort | prediction of rutting resistance of porous asphalt mixture incorporating nanosilica |
| topic | TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements |
| url | http://umpir.ump.edu.my/id/eprint/33621/1/Risk%2C%20Reliability%20and%20Sustainable%20Remediation%20in%20the%20Field%20of%20Civil%20and%20Environmental%20Engineering.pdf http://umpir.ump.edu.my/id/eprint/33621/8/Risk%2C%20Reliability%20and%20Sustainable%20Remediation%20in%20the%20Field%20of%20Civil%20and%20Environmental%20Engineering_content.pdf http://umpir.ump.edu.my/id/eprint/33621/9/Prediction%20of%20rutting%20resistance%20of%20porous%20asphalt%20mixture_FULL.pdf http://umpir.ump.edu.my/id/eprint/33621/10/Prediction%20of%20rutting%20resistance%20of%20porous%20asphalt%20mixture%20incorporating%20nanosilica.pdf http://umpir.ump.edu.my/id/eprint/33621/ https://doi.org/10.1016/B978-0-323-85698-0.00018-6 |
| url_provider | http://umpir.ump.edu.my/ |