Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix
Foamed bitumen and emulsion are common stabilizing agents that are currently used for recycled asphalt pavement construction throughout the world. The strength of stabilized Reclaimed Asphalt Pavement (RAP) is influenced by factors such as filler content, moisture level and curing time. This paper d...
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| Format: | Article |
| Language: | English |
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Penerbit UTM
2014
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| Online Access: | http://eprints.utm.my/53146/1/Mohd.RosliHainin2014_Influenceofactivefiller%2Ccuring.pdf |
| _version_ | 1796859816694513664 |
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| author | Sufian, Zulakmal A. Aziz, Nafisah Matori, Mohd. Yazip Hussain, Mat Zain Hainin, Mohd. Rosli Oluwasola, Ebenezer Akin |
| author_facet | Sufian, Zulakmal A. Aziz, Nafisah Matori, Mohd. Yazip Hussain, Mat Zain Hainin, Mohd. Rosli Oluwasola, Ebenezer Akin |
| author_sort | Sufian, Zulakmal |
| collection | ePrints |
| description | Foamed bitumen and emulsion are common stabilizing agents that are currently used for recycled asphalt pavement construction throughout the world. The strength of stabilized Reclaimed Asphalt Pavement (RAP) is influenced by factors such as filler content, moisture level and curing time. This paper describes the strength impact of ordinary Portland cement as active filler, the length of the curing time and moisture content on the foamed bitumen and emulsion stabilized mix. The basic objective of the paper is to evaluate the effect of active filler (Ordinary Portland Cement), curing time and moisture content on the strength of foamed bitumen and emulsion treated mix. The foamed and emulsion treated samples with various contents of RAP and crushed stone aggregates were tested for their strength properties. The resultant strength increases in terms of resilient modulus, Unconfined Compressive Strength (UCS) and the Indirect Tensile Strength (ITS) values, were correlated with the length of curing time, using various percentages of active filler and proportions of RAP in the pavement mix. It was found that the strength decreased with increased RAP content, however if 100% RAP is to be used then the required pavement strength can be achieved by utilizing a higher active filler ratio. The effect of moisture content variation on foamed bitumen and emulsion treated samples with high percentage of RAP is not significant. |
| first_indexed | 2024-03-05T19:32:50Z |
| format | Article |
| id | utm.eprints-53146 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T19:32:50Z |
| publishDate | 2014 |
| publisher | Penerbit UTM |
| record_format | dspace |
| spelling | utm.eprints-531462018-07-19T07:25:15Z http://eprints.utm.my/53146/ Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix Sufian, Zulakmal A. Aziz, Nafisah Matori, Mohd. Yazip Hussain, Mat Zain Hainin, Mohd. Rosli Oluwasola, Ebenezer Akin TA Engineering (General). Civil engineering (General) Foamed bitumen and emulsion are common stabilizing agents that are currently used for recycled asphalt pavement construction throughout the world. The strength of stabilized Reclaimed Asphalt Pavement (RAP) is influenced by factors such as filler content, moisture level and curing time. This paper describes the strength impact of ordinary Portland cement as active filler, the length of the curing time and moisture content on the foamed bitumen and emulsion stabilized mix. The basic objective of the paper is to evaluate the effect of active filler (Ordinary Portland Cement), curing time and moisture content on the strength of foamed bitumen and emulsion treated mix. The foamed and emulsion treated samples with various contents of RAP and crushed stone aggregates were tested for their strength properties. The resultant strength increases in terms of resilient modulus, Unconfined Compressive Strength (UCS) and the Indirect Tensile Strength (ITS) values, were correlated with the length of curing time, using various percentages of active filler and proportions of RAP in the pavement mix. It was found that the strength decreased with increased RAP content, however if 100% RAP is to be used then the required pavement strength can be achieved by utilizing a higher active filler ratio. The effect of moisture content variation on foamed bitumen and emulsion treated samples with high percentage of RAP is not significant. Penerbit UTM 2014 Article PeerReviewed application/pdf en http://eprints.utm.my/53146/1/Mohd.RosliHainin2014_Influenceofactivefiller%2Ccuring.pdf Sufian, Zulakmal and A. Aziz, Nafisah and Matori, Mohd. Yazip and Hussain, Mat Zain and Hainin, Mohd. Rosli and Oluwasola, Ebenezer Akin (2014) Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix. Jurnal Teknologi, 70 (4). pp. 135-141. ISSN 0127-9696 http://www.jurnalteknologi.utm.my/index.php/jurnalteknologi/article/view/3502 DOI: 10.11113/jt.v70.3502 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Sufian, Zulakmal A. Aziz, Nafisah Matori, Mohd. Yazip Hussain, Mat Zain Hainin, Mohd. Rosli Oluwasola, Ebenezer Akin Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix |
| title | Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix |
| title_full | Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix |
| title_fullStr | Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix |
| title_full_unstemmed | Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix |
| title_short | Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix |
| title_sort | influence of active filler curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/53146/1/Mohd.RosliHainin2014_Influenceofactivefiller%2Ccuring.pdf |
| work_keys_str_mv | AT sufianzulakmal influenceofactivefillercuringtimeandmoisturecontentonthestrengthpropertiesofemulsionandfoamedbitumenstabilizedmix AT aaziznafisah influenceofactivefillercuringtimeandmoisturecontentonthestrengthpropertiesofemulsionandfoamedbitumenstabilizedmix AT matorimohdyazip influenceofactivefillercuringtimeandmoisturecontentonthestrengthpropertiesofemulsionandfoamedbitumenstabilizedmix AT hussainmatzain influenceofactivefillercuringtimeandmoisturecontentonthestrengthpropertiesofemulsionandfoamedbitumenstabilizedmix AT haininmohdrosli influenceofactivefillercuringtimeandmoisturecontentonthestrengthpropertiesofemulsionandfoamedbitumenstabilizedmix AT oluwasolaebenezerakin influenceofactivefillercuringtimeandmoisturecontentonthestrengthpropertiesofemulsionandfoamedbitumenstabilizedmix |