Ramadan Saleh Lamein, Fathei and , Dr. M. Solikin, M.T and , Dr. Ir. Sri Sunarjono, M.T. (2015) Effect Of Recycled Coarse Aggregate On Concrete Properties. Thesis thesis, Universitas Muhammadiyah Surakarta.
![]() |
PDF (Naskah Publikasi)
Publication Article.pdf Download (516kB) |
![]() |
PDF (Halaman Depan)
Cover Page.pdf Download (1MB) |
![]() |
PDF (Bab I)
Chapter 1.pdf Download (47kB) |
![]() |
PDF (Bab II)
Chapter 2.pdf Restricted to Repository staff only Download (638kB) |
![]() |
PDF (Bab III)
Chapter 3.pdf Restricted to Repository staff only Download (2MB) |
![]() |
PDF (Bab IV)
Chapter 4.pdf Restricted to Repository staff only Download (591kB) |
![]() |
PDF (Bab V)
Chapter 5.pdf Restricted to Repository staff only Download (25kB) |
![]() |
PDF (Daftar Pustaka)
Reference.pdf Download (66kB) |
![]() |
PDF (Lampiran)
Appendix.pdf Restricted to Repository staff only Download (3MB) |
Abstract
Nowadays, the activity of people getting higher, therefore the need of high quality in the Construction. is the main purpose of government in terms of developing Construction. One of the materials that can be used as material replacement is recycled aggregate. In terms of this research, the scope of study is about comparison between recycle coarse aggregate and natural aggregate in terms of specific gravity, apparent specific gravity, absorption, los Angeles. Moreover, this research will also focus on the comparison between recycled aggregate for 0%, 35%, 50% and 65% replacement. This research was conducted with experimental research with the mixture of recycled coarse aggregate for 0%, 35%, 50% and 65% replacement. Based on the result of research, it is obtained that recycled aggregate has lower value than natural aggregate in term of specific gravity, apparent specific gravity; while recycled aggregate has higher value of absorption and los Angeles than natural aggregate. Moreover, the value of compressive strength, flexural strength and modulus elasticity of 0% recycled aggregate was the highest compared to 35%, 50% and 65% replacement. Finally, it can be concluded that the percentage of recycled aggregate will influence the value of compressive strength, modulus elasticity and flexural strength; and the 20 mm of size recycled aggregate will also has the the high value of compressive strength, modulus elasticity and flexural strength
Item Type: | Karya ilmiah (Thesis) |
---|---|
Uncontrolled Keywords: | Recycled Aggregate, Compressive Strength, Flexural Strength, and Modulus Elasticity |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Fakultas Pasca Sarjana > Magister Teknik Sipil |
Depositing User: | Setiawan Setiawan BL |
Date Deposited: | 28 Oct 2015 06:59 |
Last Modified: | 11 Oct 2021 13:59 |
URI: | http://eprints.ums.ac.id/id/eprint/38349 |
Actions (login required)
![]() |
View Item |