PERMATA, CITRA SEPTA and Saloma, Saloma and Hanafiah, Hanafiah (2018) ANALISIS KUAT TEKAN, PERMEABILITAS, DAN POROSITAS PERVIOUS CONCRETE DENGAN VARIASI W/C DAN METODE PEMADATAN. Undergraduate thesis, Sriwijaya University.
Preview |
Text
RAMA_22201_03011381419159_0031107601_0014035601_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (375kB) | Preview |
Text
RAMA_22201_03011381419159_0031107601_0014035601_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (344kB) | Request a copy |
|
Text
RAMA_22201_03011381419159_0031107601_0014035601_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (281kB) | Request a copy |
|
Text
RAMA_22201_03011381419159_0031107601_0014035601_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (299kB) | Request a copy |
|
Text
RAMA_22201_03011381419159_0031107601_0014035601_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (49kB) | Request a copy |
|
Text
RAMA_22201_03011381419159_0031107601_0014035601_06_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (67kB) | Request a copy |
|
Text
RAMA_22201_03011381419159_0031107601_0014035601_07_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (51kB) | Request a copy |
Abstract
Pervious concrete is known as permeable concrete, no-fine concrete, and porous concrete. This innovation is to create concrete which can be passed by water with the result that can be used for rigid pavement. Variation of water-cement ratio and compaction methods are used for this research. Compaction with rodding stick, proctor Hammer, and vibrator are conducted to each 0,28, 0,30, and 0,32 of water-cement ratio mix. Compressive strength, permeability, and porosity test is taken on 10 x 20 cm cylinder specimen. For the measurement of permeability testing setup is developed based on falling head method. Result of this research shows that compressive strength increases as the increase of water-cement ratio, while the permeability is decreasing. This paper reports the impact of water-cement ratio and compaction methods variation on compressive strength, permeability, and porosity of pervious concrete.
Item Type: | Thesis (Undergraduate) |
---|---|
Uncontrolled Keywords: | Pervious concrete, water-cement ratio, compaction method, compressive strength, permeability, porosity |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General) > TA144 General works. Civil engineering, etc. Early to 1850 T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General) > TA145 General works. Civil engineering, etc. 1850- T Technology > TJ Mechanical engineering and machinery > TJ1125-1345 Machine shops and machine shop practice > TJ1130 Building and arrangement of machine shops (General Works) |
Divisions: | 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
Depositing User: | Mrs Dies Meirita Sari |
Date Deposited: | 01 Nov 2019 13:51 |
Last Modified: | 01 Nov 2019 13:51 |
URI: | http://repository.unsri.ac.id/id/eprint/14677 |
Actions (login required)
View Item |