Article Per Year (5 Year)
p-Index From 2020 - 2025
0.61
P-Index
This Author published in this journals
All Journal Multidiciplinary Output Research for Actual and International Issue (Morfai Journal) International Journal of Social Science, Educational, Economics, Agriculture Research, and Technology (IJSET) JITU (Jurnal Ilmiah Teknik Unida)
samsunan
Unknown Affiliation
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

 1 
Tinjauan Lintasan Kritis Metode CPM Menggunakan Microsoft Project Pada Proyek Peningkatan Jalan Alue Keumuneng Kabupaten Aceh Barat fitriumami fitri; samsunan
Jurnal Ilmiah Teknik Unida Vol. 3 No. 2 (2022): Des
Publisher : Mitra Teknik

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/jitu.v3i2.381

Abstract

Pembangunan dan peningkatan konstruksi jalan di Aceh Barat dikerjakan oleh Dinas Pekerjaan Umum dan Penataan Ruang Kabupaten Aceh Barat, salah satunya yaitu Jalan Alue Keumuneng yang berlokasi di Kecamatan Woyla. Penelitian ini bertujuan untuk mengidentifikasi dan menentukan lintasan kritis proyek Peningkatan Jalan Alue Keumuneng dan menghindari keterlambatan dan penundaan waktu pekerjaan. Metode Pengolahan dan analisis data dilakukan dengan metode CPM (critical path method) untuk mengetahui lintasan kritis dengan menggunakan software Microsoft Project 2013 untuk memudahkan proyek konstruksi. Hasil penelitian menunjukan kegiatan mobilisasi, penyiapan badan jalan, timbunan pilihan dari sumber galian, lapis pondasi agregat kelas A, lapis pondasi agregat kelas B, lapis resap pengikat-aspal emulsi, laston lapis antara (AC-BC), bahan anti pengelupasan, keselamatan dan kesehatan kerja dan demobilisasi berada pada jalur lintasan kritis, penundaan pada pekerjaan lintasan kritis dapat mempengaruhi penundaan dan keterlambatan keseluruhan proyek. Kata kunci: CPM, network diagram, Alue Keumuneng, Aceh Barat
RESEARCH STUDY OF THE EFFECT OF VARIATION OF CEMENT WATER FACTOR IN BREACH WATER CONCRETE FACTING USING ADMIXTURE ON THE COMPRESSIVE STRENGTH OF CONCRETE Farizal, Teuku; Basrin, Defry; Samsunan; Febrianti, Dian; Amin, M. Arrie Rafshanjani
International Journal of Social Science, Educational, Economics, Agriculture Research and Technology (IJSET) Vol. 2 No. 5 (2023): APRIL
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/ijset.v3i1.153

Abstract

Admixture is an additional ingredient in concrete that is added when mixing concrete takes place in the hope of changing the properties of concrete to make it more suitable for a particular job. In this study, the material used was Sikacrete W with a percentage of 0%, 13% and 16% by weight of cement. The specimens used were cylinders (15 x 30) cm of 12 specimens for each FAS. FAS variations in this study included 0.35, 0.40 and 0.50 with a test age of 28 days. The results of this study, for FAS 0.35 the average concrete compressive strength for STATPLA was 280.24 kg/cm2, STATPDA was 110.38 kg/cm2, SDATPDA (13%) was 244.00 kg/cm2 and SDATPDA (16%) was 256.89 kg/cm2. FAS 0.40 average concrete compressive strength for STATPLA is 272.09 kg/cm2, STATPDA is 94.37 kg/cm2, SDATPDA (13%) was 237.18 kg/cm2 and SDATPDA (16%) was 249.18 kg/cm2. FAS 0.50 average concrete compressive strength for STATPLA was 238.83 kg/cm2, STATPDA was 74.05 kg/cm2, SDATPDA (13%) was 192.22 kg/cm2 and SDATPDA (16%) was 202.23 kg/cm2. These results indicate that there is an influence on FAS variations in concrete casting in brackish water with the addition of admixture.
EFFECT OF VARIATION OF CEMENT WATER FACTOR IN CONCRETE MIXTURE WITH THE ADDITION OF PALM SHELL ON THE PRESSIVE STRENGTH OF NORMAL CONCRETE Farizal, Teuku; Samsunan; Rahman, Aulia; Murhaban; Munawir, Al; Darsan, Herri
Multidiciplinary Output Research For Actual and International Issue (MORFAI) Vol. 3 No. 1 (2023): April (April-June)
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/morfai.v3i1.806

Abstract

Palm shell is a waste from palm oil production which is shaped like a shell with a hard layer character that aims to protect the palm kernels. The addition of palm shells to concrete is an innovation and breakthrough in the more productive use of palm oil waste. In this study, the percentage of addition of palm shells was used, among others, 0%, 7% and 14% by weight of cement with variations in the cement water factor (FAS) of 0.35, 0.45 and 0.50. The test object used was a cube (15 x 15 x 15) cm with a total of 9 test objects for each FAS with a test time of 28 days. The results of the concrete compressive strength test obtained data for FAS 0.35, the average compressive strength for BTCS was 348.15 kg/cm2, BDCSA (7%) was 363.07 kg/cm2 and BDCSB (14%) was 302.90 kg/cm2. FAS 0. 45 the average compressive strength for BTCS was 292.59 kg/cm2, BDCSA (7%) was 303.20 kg/cm2 and BDCSB (14%) was 249.27 kg/cm2. FAS 0.50 average compressive strength for BTCS was 273.09 kg/cm2, BDCSA (7%) was 271.53 kg/cm2 and BDCSB (14%) was 219.47 kg/cm2. The test results show that the average concrete compressive strength is influenced by the cement water factor (FAS) and the percentage of addition of palm shells in the concrete mix.
Co-Authors Al Munawir Amin, M. Arrie Rafshanjani Aulia Rahman Defry Basrin DIAN FEBRIANTI Farizal, Teuku fitriumami fitri Herri Darsan Murhaban