Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash
Excessive waste disposal due to the rapid growth in the construction industry is an issue to be solved. Fly ash was introduced in the construction industry to reduce the pollution problems. The performance of warm mix asphalt incorporated fly ash as the mineral filler was evaluated. The service c...
| Main Author: | |
|---|---|
| Format: | Monograph |
| Language: | English |
| Published: |
Universiti Sains Malaysia
2017
|
| Subjects: | |
| Online Access: | http://eprints.usm.my/52116/1/Engineering%20Properties%20Of%20Warm%20Mix%20Asphalt%20Incorporating%20Fly%20Ash_Lee%20Mei%20Ting_A9_2017.pdf |
| _version_ | 1797012753195466752 |
|---|---|
| author | Lee, Mei Ting |
| author_facet | Lee, Mei Ting |
| author_sort | Lee, Mei Ting |
| collection | USM |
| description | Excessive waste disposal due to the rapid growth in the construction industry is an
issue to be solved. Fly ash was introduced in the construction industry to reduce the
pollution problems. The performance of warm mix asphalt incorporated fly ash as the
mineral filler was evaluated. The service characteristics of the control sample and warm
mix asphalt incorporated fly ash was determined using workability index and
compaction energy index to indicate the ease which allows producing, handling,
placing and compacting of asphalt mixtures. From the results obtained, fly ash shows
better workability and compaction energy as compared to the control sample. Analysis
of service characteristics and mixture performance of warm mix asphalt incorporated
Sasobit (2 % and 4%) and mixed at a different mixing temperature (130˚C and 145˚C)
was also important. In order to simulate the actual condition on site after paving,
asphalt mixtures with 4% air voids were used to evaluate the engineering properties of
asphalt mixtures in term of indirect tensile strength and resilient modulus. The asphalt
mixture with higher Sasobit content and mixed at higher temperature found to have a
better indirect tensile strength and resilient modulus. Meanwhile, moisture damage was
applied to asphalt mixture with 7% air voids using accelerated laboratory vacuum
saturator to indicate the actual condition on site. The mixture performance was studied
using tensile strength ratio. From the tested results, the performance of the warm mix
asphalt shows the inconsistency to moisture susceptibility. Therefore, further studies
should be carried out to improve the warm mix asphalt. |
| first_indexed | 2024-03-06T15:52:18Z |
| format | Monograph |
| id | usm.eprints-52116 |
| institution | Universiti Sains Malaysia |
| language | English |
| last_indexed | 2024-03-06T15:52:18Z |
| publishDate | 2017 |
| publisher | Universiti Sains Malaysia |
| record_format | dspace |
| spelling | usm.eprints-521162022-03-31T03:32:15Z http://eprints.usm.my/52116/ Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash Lee, Mei Ting T Technology TA Engineering (General). Civil engineering (General) Excessive waste disposal due to the rapid growth in the construction industry is an issue to be solved. Fly ash was introduced in the construction industry to reduce the pollution problems. The performance of warm mix asphalt incorporated fly ash as the mineral filler was evaluated. The service characteristics of the control sample and warm mix asphalt incorporated fly ash was determined using workability index and compaction energy index to indicate the ease which allows producing, handling, placing and compacting of asphalt mixtures. From the results obtained, fly ash shows better workability and compaction energy as compared to the control sample. Analysis of service characteristics and mixture performance of warm mix asphalt incorporated Sasobit (2 % and 4%) and mixed at a different mixing temperature (130˚C and 145˚C) was also important. In order to simulate the actual condition on site after paving, asphalt mixtures with 4% air voids were used to evaluate the engineering properties of asphalt mixtures in term of indirect tensile strength and resilient modulus. The asphalt mixture with higher Sasobit content and mixed at higher temperature found to have a better indirect tensile strength and resilient modulus. Meanwhile, moisture damage was applied to asphalt mixture with 7% air voids using accelerated laboratory vacuum saturator to indicate the actual condition on site. The mixture performance was studied using tensile strength ratio. From the tested results, the performance of the warm mix asphalt shows the inconsistency to moisture susceptibility. Therefore, further studies should be carried out to improve the warm mix asphalt. Universiti Sains Malaysia 2017-06-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/52116/1/Engineering%20Properties%20Of%20Warm%20Mix%20Asphalt%20Incorporating%20Fly%20Ash_Lee%20Mei%20Ting_A9_2017.pdf Lee, Mei Ting (2017) Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted) |
| spellingShingle | T Technology TA Engineering (General). Civil engineering (General) Lee, Mei Ting Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash |
| title | Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash |
| title_full | Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash |
| title_fullStr | Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash |
| title_full_unstemmed | Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash |
| title_short | Engineering Properties Of Warm Mix Asphalt Incorporating Fly Ash |
| title_sort | engineering properties of warm mix asphalt incorporating fly ash |
| topic | T Technology TA Engineering (General). Civil engineering (General) |
| url | http://eprints.usm.my/52116/1/Engineering%20Properties%20Of%20Warm%20Mix%20Asphalt%20Incorporating%20Fly%20Ash_Lee%20Mei%20Ting_A9_2017.pdf |
| work_keys_str_mv | AT leemeiting engineeringpropertiesofwarmmixasphaltincorporatingflyash |