eprintid: 51956
rev_number: 17
eprint_status: archive
userid: 22966
dir: disk0/00/05/19/56
datestamp: 2025-07-17 05:46:12
lastmod: 2025-07-17 05:46:12
status_changed: 2025-07-17 05:46:12
type: thesis
metadata_visibility: show
contact_email: haptres.1404@gmail.com
creators_name: Treacy Aprillia Sianipar, Happy
creators_id: 3336210053
contributors_type: http://www.loc.gov/loc.terms/relators/THS
contributors_type: http://www.loc.gov/loc.terms/relators/THS
contributors_name: Twidi Bethary, Rindu
contributors_name: Esti Intari, Dwi
corp_creators: Fakultas Teknik Universitas Sultan Ageng Tirtayasa
title: KARAKTERISTIK MODULUS RESILIEN PADA CAMPURAN STONE
MASTIC ASPHALT (SMA) DENGAN MENGGUNAKAN BAHAN
TAMBAH SERAT SELULOSA ALAMI ECENG GONDOK
ispublished: pub
subjects: TA
subjects: TE
divisions: Sipil
full_text_status: restricted
keywords: Resilient Modulus, Stone Mastic Asphalt, Water Hyacinth
abstract: Road construction has made significant progress, reflected in the improvement of smooth flow of transportation. One of the technological breakthroughs born is the use of road construction cover layers that have structural value such as Stone Mastic Asphalt (SMA), a hot mix asphalt that used as a surface coating. The plus side of this SMA mixture is that it is more resistant to ultraviolet light andoxidation, also increases the durability of the pavement. However, the disadvantage of this mixture is that this asphalt layer is less resistant to high temperatures because it can causes bleeding on the mixture. Bleeding can be overcome by adding cellulose fibers that can increase the viscosity of asphalt.

This research aims to determine the characteristics of materials with cellulose fiber additives in SMA mixtures and determine the effect of variations in cellulose fiber content of 0,2%, 0,3%, and 0,5% on the caracteristics of resilient modulus in SMA mixtures. The method used in this research is indirect tensile testing method with Universal Testing Apparatus (UMATTA).

The results of this research show that the optimum cellulose fiber content based on the resilient modulus value is at 0,5% fiber content with an optimum asphalt content of 6,5% giving a resilient modulus value of 1241,33 MPa. The use of water hyacinth cellulose fiber as an additive can be suggested, as it can increase the resilient modulus value. This happens because the viscosity of asphalt can be increased by cellulose fiber and the addition of voids in the mixtures which makes asphalt more effective in filling the voids.
date: 2025-07-17
date_type: published
pages: 157
institution: Fakultas Teknik Universitas Sultan Ageng Tirtayasa
department: Teknik Sipil
thesis_type: sarjana
thesis_name: sarjana
referencetext: Affandi, F. (1999). Campuran Stone Mastic Asphalt dan Pengaruh Kandungan Agregat Halusnya. Puslitbang Jalan 4 (XV).
Ahmadinia, E., Zargar, M., Karim, M. R., Abdelaziz, M., & Shafigh, P. (2011). Using Waste Plastic Bottles as Additive for Stone Mastic Asphalt. Materials and Design, 32(10), 4844–4849. https://doi.org/10.1016/j.matdes.2011.06.016
Arif Sutrisno, T., Astana Widi, K., & M. I. F, R. (2022). Analisa Kekuatan Tarik dan Foto Makro Patahan Komposit Serat Eceng Gondok Berpenguat ZnO. Jurnal Flywheel, 13(2), 35–40.
Balqis, T. A. (2020). Analisis Modulus Resilien Campuran Lapis Aus Aspal Modifikasi Dengan Serbuk Ban Bekas Menggunakan Alat UMATTA. Pilar Jurnal Teknik Sipil Politeknik Negeri Sriwijaya, 15(02), 51–57. https://jurnal.polsri.ac.id/index.php/pilar/article/view/2174
Bethary, R. T., & Intari, D. E. (2021). Modulus Resilien Campuran Beraspal Modifikasi Polimer AC-WC Menggunakan Filler Gypsum. Jurnal Transportasi, 21(3), 165–172.
Dachlan, A. T., & Sjahdanulirwan, m. (2012). Kajian Pengaruh Modulus Resilien Dan Kepadatan Membal, Terhadap Kekuatan Dan Keawetan Perkerasan Beraspal Panas (a Study of Effect the Resilient Modulus and Refusal Density of Hot Mix Asphalt Pavement on the Strength and Durability). https://onesearch.id/Record/IOS3680.26213
Desai, C. S. (2016). Disturbed State Concept as Unified Constitutive Modeling Approach. Journal of Rock Mechanics and Geotechnical Engineering, 8(3), 277–293. https://doi.org/10.1016/j.jrmge.2016.01.003
Intari, D. E., Budiman, A., Bethary, R. T., & Yohana, E. (n.d.). Kinerja Campuran Stone Matrix Ashpalt. 10(2), 119–130.
Ismail Syafar, M., Maryam, S. H., & Alifuddin, A. (2022). Analisa Kinerja Campuran Split Mastic Asphalt (SMA) dan Bahan Tambah Serat Selulosa terhadap Nilai Modulus Elastisitas dan Angka Poison dengan Variasi Suhu Pengujian. Jurnal Konstruksi: Teknik, Infrastruktur Dan Sains, 1(9), 32–42.
Jhon, F., Sitorus, P., Subagio, G. W., Pratika, D., & Putrianti, R. (2021). Karakteristik Modulus Resilien Pada Campuran Aspal Menggunakan Agregat Batok Kelapa. Jurnal Teknik Sipil: Rancang Bangun, 07(02), 71–75. http://ejournal.um-sorong.ac.id/index.php/rancangbangun
Kök, B. V., Yilmaz, M., & Akpolat, M. (2016). Performance Evaluation of Crumb Rubber and Paraffin Modified Stone Mastic Asphalt. Canadian Journal of Civil Engineering, 43(5), 402–410. https://doi.org/10.1139/cjce2015-0365
Kurniawan, T., & Lubis, Z. (2019). Campuran Stone Matrix Asphalt Gradasi Halus. 3(1), 36–44.
Lubis, M. I. A. (2019). Pengaruh Penggunaan Serat Serabut Kelapa Sebagai Bahan Penambah Serat Selulosa Pada Campuran Split Mastic Asphalt (SMA)(Studi Penelitian).
http://repository.umsu.ac.id/handle/123456789/1032
PUPR, K. (2018). Spesifikasi Umum Untuk Pekerjaan Konstruksi Jalan dan Jembatan Revisi 1. Edaran Dirjen Bina Marga Nomor 02/SE/Db/2018, September, 1–199.
Putera, R. D. H. (2012). Ekstraksi Serat Selulosa dari Tanaman Eceng Gondok (Eichornia Crassipes) dengan Variasi Pelarut. Skripsi, 45.
Ramadhan, G. B. (2014). Perbandingan Karakteristik AC-WC Bergradasi Rapat Dan Senjang Dengan Bahan Ikat Aspal Retona Blend E-55 Dan Starbit E-55. Perbandingan Karakteristik AC-WC Bergradasi Rapat Dan Senjang Dengan
Bahan Ikat Aspal Retona Blend E-55 Dan Starbit E-55, 16–41.
Suaryana, N. (2012). Kajian Material Stone Matrix Asphalt Asbuton Berdasarkan Kriteria Deformasi Permanen (a Study of Stone Matrix Asphalt Asbuton Material Based on Permanent Deformation Criterion). Jurnal JalanJembatan, 29(2), 66–81.
Suaryana, N., Subagio, B. S., Kosasih, D., & Sjahdanulirwan, S. (2014). Pengembangan Model Korelasi antara Modulus Resilien dengan Modulus Dinamis untuk Campuran Stone Matrix Asphalt. Jurnal Teknik Sipil, 21(2), 171. https://doi.org/10.5614/jts.2014.21.2.8
Suaryana, N., Susanto, I., Ronny, Y., & Sembayang, I. R. (2018). Evaluasi Kinerja Campuran Beraspal dengan Bitumen Hasil Ekstraksi Penuh dari Asbuton. Media Komunikasi Teknik Sipil, 24(1), 62. https://doi.org/10.14710/mkts.v24i1.18175
Subagyo, G. W. (2020). Kinerja Modulus Resilien Campuran Beraspal Panas Asphalt Concrete Binder Course (AC-BC) Yang Mengandung Recycled Concrete Aggregate. Widyakala: Journal of Pembangunan Jaya University, 7(1), 1. https://doi.org/10.36262/widyakala.v7i1.224
Suherman. (2012). Kinerja Modulus Resilien dan Deformasi Permanen Dari Campuran Lapis Antara (AC-BC) Yang Menggunakan Material Hasil Daur Ulang (RAP) AC Lapis Antara (AC-Binder Course, AC- BC) Dan AC Lapis Pondasi (AC-Base) Perencanaan Campuran Beton Aspal Lapis. Sains
Teknologi Dan Industri, 10(1), 51–58.
Tahir, A., Mashuri, & Arifin, S. (2018). Karakteristik Draindown Campuran Stone Matrix Asphalt (Sma) Yang Menggunakan Filler Abu-Batu Dan Semen. Prosending Simposium Forum Studi Transportasi Antar Perguruan Tinggi, 1(1), 570–584.
Widianto, T., & Kartikasari, D. (2019). Pengaruh Campuran Serat Eceng Gondok Pada Laston Tipe Ii Spesifiksasi Sni 03-1737-1989 Terhadap Nilai-Nilai Marshall. Jurnal CIVILLa, 4(1), 228–237.
Yofianti, D. (2019). Deformasi Permanen dan Modulus Resilien Campuran AC- BC Modified Menggunakan Aspal Multigrade. Bentang : Jurnal Teoritis Dan Terapan Bidang Rekayasa Sipil, 7(2), 60–68. https://doi.org/10.33558/bentang.v7i2.1748
citation:   Treacy Aprillia Sianipar, Happy  (2025) KARAKTERISTIK MODULUS RESILIEN PADA CAMPURAN STONE MASTIC ASPHALT (SMA) DENGAN MENGGUNAKAN BAHAN TAMBAH SERAT SELULOSA ALAMI ECENG GONDOK.  S1 thesis, Fakultas Teknik Universitas Sultan Ageng Tirtayasa.   
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