Prebandingan Stabilitas Aspal Menggunakan Agregat Kasar Batu Belah Dan Batu Gamping

Guncoro, Agung (2019) Prebandingan Stabilitas Aspal Menggunakan Agregat Kasar Batu Belah Dan Batu Gamping. Skripsi thesis, Universitas Kadiri.

	Text Halaman Awal.pdf Download (5MB)
	Text Abstrak.pdf Download (700kB)
	Text Bab 1.pdf Restricted to Repository staff only Download (2MB)
	Text Daftar Pustaka.pdf Download (468kB)

Abstract

Temperature is one of the factors that can cause damage to the road, especially on inter-city roads between provinces which in fact are lanes with heavy traffic and are traversed by heavily loaded vehicles. So that besides the pressure due to the burden of the vehicle itself also from the influence of temperature, both the weather temperature, the temperature of the vehicle engine. So from that it is necessary to further study what if the pavement layer is tested with different immersion temperatures and as a comparison used economical alternative aggregates namely limestone. The purpose of this goal is to see the results of a comparison between the use of limestone aggregates with split stones, which can survive the effects of deformation due to changes in temperature. The results showed that the use of limestone material has more strength than temperature changes compared to the use of split stone aggregates with results in changes in the value of stability where the value of the rock changes from 1346Kg to 1238Kg while the limestone values from 1447Kg to 1364Kg . This proves that limestone is more resistant to deformation due to the influence of temperature. Keywords: split stone and limestone, stability value, soaking temperature variation, Marshall Test

Item Type:	Thesis (Skripsi)
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Prodi Teknik Sipil S1
Depositing User:	NR Nurul Huda
Date Deposited:	21 May 2022 06:35
Last Modified:	21 May 2022 06:35
URI:	http://repository.unik-kediri.ac.id/id/eprint/369

Actions (login required)

View Item