Experimental Study of Porous Paving Using Kalimantan Local Materials

DOI

10.2991/aer.k.210810.023How to use a DOI?

Keywords

Porous Paving, Compression Strength, Porosity

Abstract

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.

Copyright

© 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/).

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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  -