Investigation on the use bottom ash as additive in optimizing cost of road pavement structure

The main objective of this study is to find the relationship between the thickness of pavement with the percentage of bottom ash. The California Bearing Ratio (CBR) values are tested by adding 4% and 8% of bottom ash in pavement design as to determine thickness of the pavement using original sample...

Ամբողջական նկարագրություն

Մատենագիտական մանրամասներ
Հիմնական հեղինակ: Mohd Amirul Hakim, Sidek
Ձևաչափ: Undergraduates Project Papers
Լեզու:English
Հրապարակվել է: 2010
Խորագրեր:
Առցանց հասանելիություն:http://umpir.ump.edu.my/id/eprint/1351/1/MOHD_AM1RUL_HAKIM_BIN_SIDEK.PDF
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author Mohd Amirul Hakim, Sidek
author_facet Mohd Amirul Hakim, Sidek
author_sort Mohd Amirul Hakim, Sidek
collection UMP
description The main objective of this study is to find the relationship between the thickness of pavement with the percentage of bottom ash. The California Bearing Ratio (CBR) values are tested by adding 4% and 8% of bottom ash in pavement design as to determine thickness of the pavement using original sample and different percentage of additive. As the thickness of the pavement varies, the cost constructing the road pavement structure has been calculated for original, 4% and 8% of bottomash. The CBR value of the sample increases from 4.40% to 8.71 % as the percentage of bottom ash is increased by 4%. The addition of the original sample with 8% of bottom ash has increased the CBR value to 13.31. Overall, the addition of bottom ash to the original sample has increased the value of CBR thus decreasing the cost of constructing the road pavement structrure.
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spelling UMPir13512021-06-23T06:17:41Z http://umpir.ump.edu.my/id/eprint/1351/ Investigation on the use bottom ash as additive in optimizing cost of road pavement structure Mohd Amirul Hakim, Sidek TA Engineering (General). Civil engineering (General) The main objective of this study is to find the relationship between the thickness of pavement with the percentage of bottom ash. The California Bearing Ratio (CBR) values are tested by adding 4% and 8% of bottom ash in pavement design as to determine thickness of the pavement using original sample and different percentage of additive. As the thickness of the pavement varies, the cost constructing the road pavement structure has been calculated for original, 4% and 8% of bottomash. The CBR value of the sample increases from 4.40% to 8.71 % as the percentage of bottom ash is increased by 4%. The addition of the original sample with 8% of bottom ash has increased the CBR value to 13.31. Overall, the addition of bottom ash to the original sample has increased the value of CBR thus decreasing the cost of constructing the road pavement structrure. 2010-12 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/1351/1/MOHD_AM1RUL_HAKIM_BIN_SIDEK.PDF Mohd Amirul Hakim, Sidek (2010) Investigation on the use bottom ash as additive in optimizing cost of road pavement structure. Faculty of Civil Engineering and Earth Resources , Universiti Malaysia Pahang.
spellingShingle TA Engineering (General). Civil engineering (General)
Mohd Amirul Hakim, Sidek
Investigation on the use bottom ash as additive in optimizing cost of road pavement structure
title Investigation on the use bottom ash as additive in optimizing cost of road pavement structure
title_full Investigation on the use bottom ash as additive in optimizing cost of road pavement structure
title_fullStr Investigation on the use bottom ash as additive in optimizing cost of road pavement structure
title_full_unstemmed Investigation on the use bottom ash as additive in optimizing cost of road pavement structure
title_short Investigation on the use bottom ash as additive in optimizing cost of road pavement structure
title_sort investigation on the use bottom ash as additive in optimizing cost of road pavement structure
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/1351/1/MOHD_AM1RUL_HAKIM_BIN_SIDEK.PDF
work_keys_str_mv AT mohdamirulhakimsidek investigationontheusebottomashasadditiveinoptimizingcostofroadpavementstructure