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All Journal Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan
Yosef Cahyo Setianto Poernomo
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Asphalt Modification Using Low Liniear Density Polyethylene (LLDPE) Plastic And Cigarette Butt Filter Waste Joshua Edward Rolando Sutantio; Yosef Cahyo Setianto Poernomo; Ahmad Ridwan; Rendy Kurnia Dewanta; Haris Wicaksono
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 6, No 1 (2021): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v6i1.546

Abstract

The development of technology in the transportation sector is increasingly advanced, many renewable innovations are continuously being developed. Various studies have been carried out to find the best solution for finding new innovations. The management of LLDPE plastic waste and cigarette filters into a modified asphalt mixture is an example of a renewable technology. The purpose of this study was to determine the impact of adding LLDPE plastic waste and cigarette filters into the modified asphalt mixture, with a variation of 20% LLDPE and cigarette filters 5%, 10%, 15%. The results showed that the addition of the mixture to the modified asphalt, there was a decrease in the value of Stability, MQ, VIM, VMA, VFB, and Flow.
The Effect of Addition of Stone Ash to Shear Strength of Clay Soil in Suruh Trenggalek Fauzie Nursandah; Fianca Nimas Yamada Puteri; Agata Iwan Candra; Yosef Cahyo Setianto Poernomo; Muhammad Heri Nastotok
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 6, No 1 (2021): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v6i1.545

Abstract

The land is one of the places where a building is built, so the structure depends on the ground’s strength. Clay soil is a type of has a low bearing capacity. Therefore it is necessary to conduct research that can increase soil bearing capacity. Rock ash is an artificial aggregate obtained from the by-products of a stone crusher or cement-factory. This study’s purpose is, namely, alarm and shear control of clay with the addition of rock ash. The clay soil used comes from the Trenggalek area. The percentage of adding agate is 0%, 10%, 20%, and 30% of the weight of the clay. The results showed that obtained were at a percentage of 30% with Liquid Limit value of 39.00%, Plastic Limit 29.00% and Plastic Index of 10.00%. In the Direct Strong Test, clay soil with the addition of 30% of the rock tested the maximum increase in shear stress of 0.486 with a shear angle of 40 ° and a decrease in the cohesion of 0.100 kg/cm². This shows that clay soil, which can be categorized as montmorillonite soil with the addition of rock ash, can increase the stability of the clay soil.
Co-Authors Agata Iwan Candra Ahmad Ridwan Fauzie Nursandah Fianca Nimas Yamada Puteri Haris Wicaksono Joshua Edward Rolando Sutantio Muhammad Heri Nastotok Rendy Kurnia Dewanta