Article Per Year (5 Year)
p-Index From 2021 - 2026
3.753
P-Index
This Author published in this journals
All Journal Jurnal Spektran Jurnal Ilmiah Desain & Konstruksi Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Teras Jurnal U Karst RACIC : Rab Construction Research Jurnal Riset Rekayasa Sipil Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan JMTS: Jurnal Mitra Teknik Sipil Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Community Development Journal: Jurnal Pengabdian Masyarakat Jurnal Applied Science in Civil Engineering Jurnal Talenta Sipil Techno Jurnal Pengabdian Pada Masyarakat Journal of Civil Engineering and Vocational Education
Andri Dwi Cahyono
Civil Engineering Department, Faculty Of Engineering, Universitas Kadiri, Indonesia
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Arts Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Dentistry Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Immunology & microbiology Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Neuroscience Nursing Physics Public Health Social Sciences Transportation Veterinary Other

Published : 27 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 27 Documents
Search

 1   2   3 
Analysis of Soil Bearing Capacity in Kauman, Tulungagung as a Subgrade For Flexible Pavement Fathurrohman, Nadi Rheiza; Cahyono, Andri Dwi; Sefiyanti, Redyka; Pasya, Salman Alfaridh; Oktabernandus, Satria Perdana; Qalby, Atsfiela Dzulkhan; Ichwan, Zainal
CIVED Vol. 11 No. 2 (2024): June 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i2.591

Abstract

This research aims to evaluate the bearing capacity of the soil in Kates Village, Kauman District, Tulungagung Regency, as a subgrade in flexible pavement through California Bearing Ratio (CBR) testing in the Civil Engineering Laboratory of Kadiri University. The tests were conducted with 56, 25, and 10 blows to determine their impact on the soil's density, strength, and stability. The results showed that soil with 56 blows had the highest CBR value of 28.660% at a 5.08 mm penetration, indicating excellent bearing capacity. The soil with 25 blows showed a CBR value of 17.060%, which is quite high, ensuring adequate stability and bearing capacity. Conversely, the soil with 10 blows had the lowest CBR value of 4.094%, indicating the need for additional compaction before being used in road construction. This research confirms that the number of blows has a significant impact on soil quality, with more intensive compaction improving the soil's density and stability. The final design CBR value obtained was 16%, leading to the conclusion that the soil in this area can be used as a subgrade for flexible pavement.
Utilization of PET Plastic Waste in Concrete Asphalt Mixture (AC-BC) to Improve the Stability and Sustainability of Road Infrastructure Cahyono, Andri Dwi; Mahardana, Zendy Bima; Hidiyati, Evita Fitrianis; Firmansyah, M. Faisol; W, Erwindsyah Putra
CIVED Vol. 12 No. 1 (2025): March 2025
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v12i1.714

Abstract

Plastic waste, especially Polyethylene Terephthalate (PET), is one of the biggest environmental issues in Kediri City, with a volume of 140 tons per month. This research aims to utilize PET plastic waste as an additional material in the Asphalt Concrete-Binder Course (AC-BC) mixture. The study was conducted using an experimental method with variations in PET levels of 0%, 6%, 8%, and 14% of the total weight of the mixture. The test was carried out using Marshall standards to evaluate performance parameters such as stability, flow, VIM (Void in Mix), VMA (Void in Mineral Aggregate), and VFB (Void Filled with Bitumen). The results showed that the addition of PET to 6% increased the stability of the mixture to 6300 kg, higher than the mixture without PET (6200 kg). The flow value increased with the addition of PET, reaching 3.8 mm at a rate of 14%. In addition, VMA and VIM tend to decrease, indicating an increase in the density of the mixture, while VFB achieves an optimal value at a PET level of 6%. This study concluded that PET waste can be used effectively to improve the performance of AC-BC mixtures, with an optimal level of 6%. The utilization of PET plastic waste not only improves the performance of road infrastructure but also contributes to the reduction of plastic waste, thus supporting environmentally friendly and sustainable construction solutions.
Identifikasi Karakteristik Agregat Terhadap Nilai Stabilitas Lapis Perkerasan Aspal Beton AC-BC (Laston) Hidiyati, Evita Fitrianis; Cahyono, Andri Dwi; Induwati, Meisela; Emilia, Oda Firma; Mustafa, Dinar Tiffani; Pambudi, Widy Rilo; Aprinia, Andini Dwi; Fasyaro, Reiga Firhan
Teras Jurnal : Jurnal Teknik Sipil Vol. 13 No. 1 (2023): Volume 13 No 1, Maret 2023
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v13i1.853

Abstract

Abstrak Tujuan dilakukan penelitian ini adalah untuk mendapatkan komposisi terbaik dari penggunaan agregat kasar dari Kedak dan Pasir Lumajang, sehingga mampu meningkatkan nilai stabilitas jalan. Metode yang digunakan yaitu metode eksperimental dengan pembuatan benda uji jenis lapis aspal beton yaitu AC-BC dengan variasi campuran 4,2% aspal. Beberapa pengujian untuk mendapatkan karakteristik agregat yaitu uji gradasi ayakan, uji abrasi, uji berat jenis sementara pengujian untuk mendapatkan hasil stabilitas adalah uji Marshall (Stabilitas, Flow, volumetric). Kesimpulan dari hasil pengujian Marshall dengan penggunaan agregat kasar koral Kedak Kediri dan agregat halus pasir Lumajang didapatkan nilai stabilitas rata-rata sebesar 4.843 kg hal tersebut menunjukkan adanya pengaruh yang signifikan terhadap nilai stabilitas lapis perkerasan lentur normal sebesar 800 kg sehingga hasil tersebut menunjukkan penggunaan agregat kasar koral Kedak Kediri dan agregat halus pasir Lumajang meningkatkan nilai stabilitas yang akan berdampak pada daya tahan lapis perkerasan jalan kondisi lalu lintas tinggi dan tingkat umur layanan jalan yang direncanakan akan tercapai. Kata kunci: Aspal, Jalan, Marshall, Stabilitas Abstract The purpose of this research is to get the best composition from the use of coarse aggregate from Kedak and Lumajang Sand, so as to increase the road stability value. The method used is the experimental method by making asphalt concrete type specimens, namely A.C-B.C with a mixture of 4.2% asphalt. Several tests to obtain aggregate characteristics are sieve gradation test, abrasion test, specific gravity test. While testing to obtain stability results is the Marshall test (Stability, Flow, volumetric). The conclusion from the Marshall test results using Kedak Kediri coarse coral aggregate and Lumajang sand fine aggregate obtained an average stability value of 4,843 kg. This shows that there is a significant influence on the stability value of the normal flexible pavement layer of 800 kg. Thus, these results indicate that the use of Kedak Kediri coarse coral aggregate and Lumajang sand fine aggregate increases the stability value which will have an impact on the durability of the road pavement under high traffic conditions and the service life level of the planned road will be achieved. Keywords: Asphalt, Marshall, Road, Stability
Hubungan Antara Rasio Agregat dan Volumetrik dalam Menentukan Kualitas Perkerasan Jalan Fatardhoo, Abroor Kissraya; Cahyono, Andri Dwi; Hidiyati, Evita Fitrianis; Zakaria, Ahmad Lufi; Pratama, Ahmad Figur; Nugraha, Muh Wahyu Dian; Febriansyah, Yanwar; Pratama, Diva Iga
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 7 No. 1 (2024): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v7i1.5721

Abstract

Road pavement quality is a critical factor in supporting a country's mobility and economy. Around 40% of the road length in Indonesia suffers damage, including permanent deformation and early cracking. To overcome road damage, it is important to know the pavement quality parameters such as Voids in Mineral Aggregate (VMA), Voids in Mix (VIM), and Voids Filled with Bitumen (VFB), along with the factors that influence them, such as material characteristics. This study aims to determine the effect of the fine and coarse aggregate ratio on volumetric parameters in asphalt mixtures, including VIM, VMA, and VFB. The experimental method was carried out on four samples. Aggregate characteristic tests were carried out, including gradation tests. Volumetric tests were carried out on each sample with asphalt content of 4%, 4.5%, and 5%. The research results show that the smaller fine-to-coarse aggregate ratio would increase the VMA and VIM values and decrease the VFB value. Aggregate ratio significantly affects volumetric parameters, which shows the importance of selecting aggregate with the right size distribution and determining the right ratio to achieve optimal pavement performance. The results of this study can be used as a practical guide for optimizing asphalt mix design with better quality and durability.
SOSIALISASI PENGGUNAAN LIMBAH BOTOL PLASTIK UNTUK PENINGKATAN INFRASTRUKTUR JALAN DESA POJOK KECAMATAN MOJOROTO KEDIRI Andri Dwi Cahyono; Zendy Bima Mahardana; Evita Fitrianis Hidiyati; Imam Mustofa; Rama Putra Nugraha; Wiwit Mely Yanti Jannah
Community Development Journal : Jurnal Pengabdian Masyarakat Vol. 5 No. 6 (2024): Vol. 5 No. 6 Tahun 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/cdj.v5i6.38335

Abstract

Pengelolaan limbah plastik telah menjadi isu global yang mendesak dalam beberapa dekade terakhir. Limbah botol plastik, terutama yang terbuang sembarangan, memiliki dampak negatif terhadap lingkungan dan kesehatan manusia. Pada saat yang sama, infrastruktur jalan yang baik menjadi hal penting bagi kemajuan suatu daerah. Dalam upaya mengatasi masalah limbah plastik dan meningkatkan infrastruktur jalan di Desa Pojok, Kecamatan Sukorame, Kediri, perlu dilakukan sosialisasi mengenai pemanfaatan limbah botol plastik sebagai bahan tambah lapis perkerasan jalan. Metode pelaksanaan sosialisasi pemanfaatan limbah botol plastik sebagai bahan tambah lapis perkerasan jalan di Desa Pojok, Kecamatan Sukorame, Kediri seperti Edukasi masyarakat tentang manfaat daur ulang limbah botol plastik dan dampak positifnya terhadap lingkungan dan infrastruktur jalan. Selanjutnya Demonstrasi praktis tentang cara menggunakan limbah botol plastik dalam pembuatan lapis perkerasan jalan. program kerja individual telah berhasil terlaksana secara efektif setelah pelaksanaan kegiatan sosialisasi penggunaan limbah botol plastik dalam pembuatan perkerasan jalan. Melalui kegiatan pengabdian masyarakat ini, terjadi peningkatan signifikan dalam manfaat dan kontribusi kepada mitra, seiring dengan pengembangan keahlian dalam proses produksi. Sebagai rekomendasi untuk masa depan, disarankan untuk melanjutkan kegiatan pengabdian di beberapa desa dengan menerapkan metode dan pengetahuan baru yang dapat memberikan dampak positif yang lebih besar.
PENGARUH MATERIAL LOKAL KEDIRI TERHADAP TINGKAT DURABILITAS LAPIS STRUKTUR JALAN Kurnia, Achmad Khabib; Cahyono, Andri Dwi; Mustofa, Imam; Hidiyati, Evita Fitrianis; Yuliawan, Ricco Dwi; Permady, Tantra Tegar; Haikal, Achmad Fikri; Khayatin, Dwi Nur; Pratama, Audy Yoga
Jurnal Riset Rekayasa Sipil Vol 7, No 1 (2023): September 2023
Publisher : Prodi Teknik Sipil Fakultas Teknik Universitas Sebelas Maret Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/jrrs.v7i1.79196

Abstract

Air conditioning or asphalt concrete is formed from coarse aggregate, fine aggregate, and asphalt. An aggregate is a collection of grains of crushed stone, gravel, sand, and other minerals in the form of both natural and artificial products. Coarse aggregate is sieve holder No. 8 (2.36 mm) retained aggregate while fine aggregate is sieve No. 8 (2.36 mm) passed aggregate. The problems that often occur in road pavement layers are poor durability and surfaces that are easy to wear out. This study aimed to find the maximum marshall value in the form of 60/70 penetration asphalt mixture stability. This study used an experimental method with a laston AC-BC test, the test was carried out with abrasion, gradation, specific gravity, and Marshal testing tests using marshal test equipment, following SNI 06-2489-1991, or AASHTO T245-90, or ASTM D1559-76. Using aggregates from the Kedak area, stability results of 3046, 4896, 3754 were obtained, which met the standards of the Bina Marga specifications standards. So that the aggregate from the Kedak area can be used as an alternative constituent material in road planning in the Kediri area because it is more efficient and has good durability.
ANALISIS NILAI CBR SEBAGAI PARAMETER KRITIS UNTUK PERENCANAAN JALAN RAYA Putri Wilis, Sofya Marinda; Cahyono, Andri Dwi; Farihi, Moh. Ilham; Aziz Hanafi, Moh. Abdul; Cintya, Hanifatus; Ibrahim, Malik; Asih, Mia Setiyo
Jurnal Riset Rekayasa Sipil Vol 7, No 2 (2024): Maret 2024
Publisher : Prodi Teknik Sipil Fakultas Teknik Universitas Sebelas Maret Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/jrrs.v7i2.85903

Abstract

Infrastructure development is one indicator of a country's progress that cannot be ignored. Road infrastructure is an important part of the transportation system that connects different locations, facilitates human mobility, and transports goods. In the construction and maintenance of road infrastructure, soil plays a crucial role, so the condition and strength of the soil must be considered. Soil plays a significant role in construction as it serves as the foundation or base for building structures. Soil that has sufficient strength to support road loads will facilitate road construction. This study was conducted to determine the California Bearing Ratio (CBR) value, so that appropriate actions can be taken to construct roads based on local soil conditions. The CBR method is commonly used in soil geotechnical testing for road planning. This method involves laboratory testing of soil samples to determine the California Bearing Ratio (CBR). The results show a CBR value of 22.5%, which falls under the category of very good. This indicates that there is no need for improvement efforts in the construction of the Jl. Panglima Besar Sudirman, Dsn. Bolawen Ds. Tiron Kec. Banyakan Kab. Kediri highway, allowing resources to be allocated to other areas in need of road infrastructure improvements to enhance accessibility and overall regional development.
Co-Authors Ade Tio Purnomo Agata Iwan Candra Ahmad Iqbal Zulqornain Azma Aisyah, Friska Windi Meira Akbar Wahyu Priyo Hariadi Aldo Riki Saputra Aldo Verdiawan Anam, Ahmad Khoirul Anggik Fatkhurrokhman Aprinia, Andini Dwi Arif Fathur Rohman Arthur Fajar Anosaputra ASIH, MIA SETIYO Aziz Hanafi, Moh. Abdul Candra Dwi Saputra CINTYA, HANIFATUS Dewanta, Rendy Kurnia Dodi Setiawan Dwifi Aprillia Karisma Dwiky Widyatmoko Edy Gardjito, Edy Emilia, Oda Firma Erwanda, Niko Andika Erwindsyah Putra Wijaya Evita Fitrianis Hidiyati Evita Fitrianis Hidiyati Evita Fitrianis Hidiyati Faiz Muhammad Azhari Farihi, Moh. Ilham Fasyaro, Reiga Firhan Fatardhoo, Abroor Kissraya Fathurrohman, Nadi Rheiza Faturrahman, Nadi Rheiza Fauzy, Muhammad Rosyid Abdul Rohman Fauzy Febriansyah, Yanwar Febynia Ananda Putri Firmansyah, M. Faisol Fitry Rahmawaty Galih Dwi Kurniawan Haikal, Achmad Fikri Herlan Pratikto Hidiyati, Evita Fitrianis Ichwan, Zainal IMAM MUSTOFA Imam Mustofa Induwati, Meisela Khayatin, Dwi Nur Kurnia, Achmad Khabib Lana Juniantoro Eko Saputro Lina Budi Lestari Lintang Ratnasari Satiti Mahardi Kamalika Khusna Ali Mahendra, Dicko Mahendra, Prendy Eliya Malik Ibrahim Mochammad Munhamir Muhammad Bagus Maulana Muhammad Nasih Al hasbi Muhammad Rafiq Susanto Muhammad Setio Aji Mustafa, Dinar Tiffani Nugraha, Muh Wahyu Dian Nur Addin Fatkunada Oktabernandus, Satria Perdana Oktaviadi, Reza Pambudi, Widy Rilo Pasya, Salman Alfaridh Permady, Tantra Tegar Pratama, Ahmad Figur Pratama, Audy Yoga Pratama, Diva Iga Puji Rahayu Febyningtyas Puput Buqin Laso Putri Wilis, Sofya Marinda Putri, Yuzi Melia Adi Qalby, Atsfiela Dzulkhan Rahadi Reswara Rama Putra Nugraha Rama Putra Nugraha Rendy Kurnia Dewanta Risnanda, Angga Rivianto, Arif Rizky Hary Anto Safril Enra Firmansyah Sefiyanti, Redyka Sigit Winarto Sulik Anam Supriyo, Rahmat Heru Surya Pratama Trini Agustini W, Erwindsyah Putra Wardani, Onie Wiwit Mely Yanti Jannah Wiwit Mely Yanti Jannah Yosef Cahyo Setianto Poernomo Yossy Murdianto Eka Saputra Yuliawan, Ricco Dwi Zakaria, Ahmad Lufi Zendy Bima Mahardana