Experimental Study of Porous Paving Using Kalimantan Local Materials
- 10.2991/aer.k.210810.023How to use a DOI?
- Porous Paving, Compression Strength, Porosity
Floods in Samarinda occur every year. It’s because the infiltration area is getting narrower, the drainage conditions are full of garbage, high rainfall, and the behaviour of people who litter. So, it needs improvement technology to reduce these problems. One way is to make porous paving that can absorb water from the soil surface into the ground of soil, use local materials. The purpose of this study was to investigate the effect of local Kalimantan material on the strength and porosity of porous paving. This research processed fly ash as a cement replacement of porous paving at dosage of 10% by weigh of cement, with variation of fine aggregates 0%, 2.5%, 5%, and 7.5%. Test result indicated that the maximum compressive strength in the addition of 7.5% sand with the compressive strength of porous paving is 11.6 MPa, while for the highest porosity of paver with the addition of 0% sand.
- © 2021, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Y Pranoto AU - A Sudibyo AU - E R Rivelda PY - 2021 DA - 2021/08/11 TI - Experimental Study of Porous Paving Using Kalimantan Local Materials BT - Proceedings of the 2nd Borobudur International Symposium on Science and Technology (BIS-STE 2020) PB - Atlantis Press SP - 144 EP - 147 SN - 2352-5401 UR - https://doi.org/10.2991/aer.k.210810.023 DO - 10.2991/aer.k.210810.023 ID - Pranoto2021 ER -