cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Muhammad Irwansyah
Contact Email
batasjurnal@gmail.com
Phone
+628116238200
Journal Mail Official
batasjurnal@gmail.com
Editorial Address
Jl. Jend. Ahmad Yani Kisaran Naga Kec. Kota Kisaran Timur, Asahan, Sumut
Location
Kab. asahan,
Sumatera utara
INDONESIA
Jurnal BATAS
Published by Universitas Asahan
ISSN : 28092473     EISSN : 28092562     DOI : -
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Materials Science & Nanotechnology
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) dipublikasikan oleh Program Studi Teknik Sipil Fakultas Teknik Universitas Asahan. Artikel/karya ilmiah yang akan dimuat pada jurnal ini adalah Artikel/karya ilmiah yang berkaitan di bidang Teknik Sipil meliputi bidang Perancangan Transportasi, Teknologi Sumberdaya Air, Struktur, Geoteknik, Lingkungan serta Ilmu Pengetahuan Bidang Sains dalam bentuk pengembangan serta aplikasinya. Jurnal ini diterbitkan 2 (dua) kali dalam setahun yaitu bulan November dan bulan Mei.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 31 Documents
 1   2   3   4 
PEMODELAN TARIKAN PERGERAKAN PADA PUSAT KESEHATAN MASYARAKAT (PUSKESMAS) KAMPUNG BARU DAN MAYOR UMAR DAMANIK KOTA TANJUNGBALAI Fikri Aulia Rizky; Amir - Hamzah
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol 2, No 1 (2022): November 2022
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36294/jurnal batas.v2i1.3089

Abstract

Puskesmas merupakan salah satu fasilitas jenis tata guna lahan yang mempunyai daya tarik tersendiri bagi masyarakat yang ingin berobat. Selain biayanya yang lebih murah dibanding rumah sakit, fasilitasnya juga menyediakan pelayanan rawat inap, rawat jalan, dan gawat darurat.Penelitian ini dilakukan untuk membuat model yang dapat digunakan untuk memperkirakan besar tarikan pergerakan ke puskesmas serta untuk mengetahui tingkat validitas dari model tersebut berdasarkan nilai koefisien determinasi. Pengambilan data pada penelitian ini dilakukan dengan cara menghitung jumlah pergerakan kendaraan yang memasuki area parkir puskesmas, dan mencatat beberapa data dari karakteristik. Analisis model dilakukan dengan analisis model regresi linear berganda metode stepwise dan enter dengan menggunakan software IBM SPSS. Model terbaik tarikan pergerakan kendaraan di puskesmas wilayah Kota Tanjungbalai adalah model dari metode stepwise dengan tarikan kendaraan (Y) sebesar nilai konstanta 86,116 ditambah koefisien arah variabel bebas (luas bangunan) 0,085. Hasil penelitian menunjukkan bahwa variabel yang paling mempengaruhi adalah luas bangunan. Dengan pengaruh semakin besar nilai variabel bebas maka semakin besar pula tarikan pergerakan kendaraan yang terjadi. Tingkat validitas pada model berdasarkan nilai koefisien determinasi (R2 ) sebesar 0,926, sehingga persamaan regresi yang dihasilkan baik untuk mengestimasi nilai variabel terikat
PENGARUH PENAMBAHAN ABU JERAMI PADI SEBAGAI PENGURANGAN PENGGUNAAN SEMEN TERHADAP KUAT TEKAN BETON NORMAL (ABU JERAMI DARI DESA RAWANG PASAR IV) Satria Wibowo
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol 1, No 2 (2022): Mei 2022
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36294/jurnal batas.v1i2.2558

Abstract

Sangat diperlukan suatu teknologi konstruksi yang dapat mengurangi eksploitasi alam dan dapat memanfaatkan limbah-limbah beton. Salah satu contoh upaya mengurangi dampak tersebut adalah menggunakan kembali abu jerami padi untuk penggunaan beton baru. Penelitian ini  bertujuan untuk mengetahui pengaruh limbah, persentase dari nilai kuat tekan beton, dan perbandingan dari kuat tekan betonnya. Penelitian  ini merencanakan beton normal dengan kuat tekan yang ditargetkan adalah 20 MPa dan menggunakan slump 60 – 180 mm serta menggunakan Portland tipe I Penggunaan  proporsi agregat limbah dalam penelitian ini adalah limbah abu jerami padi sebanyak 3%, 5% dan 7%  dari berat total agregat alami dan semen dengan umur pengujian 7 hari , 14 hari dan 28 hari. Untuk jumlah benda uji 36 buah dengan hasil kuat tekan beton. Hasil penelitian ini menunjukkan bahwa berdasarkan hasil pengujian, penggunaan limbah abu jerami padi dengan proporsi 3% didapat pada 7 hari sebesar 22.04 MPa,  14  hari sebesar 21.11  Mpa dan 28 hari sebesar 21.07, berlanjut dengan abu jerami padi 5% didapat pada 7 hari sebesar 21.49 MPa, 14 hari sebesar 21.05 MPa dan 28 hari sebesar 20.89 MPa dan pada campuran abu jerami padi 7% pada umur 7 hari didapat sebesar 21.40 MPa, 14 hari sebesar 16.14 MPa, dan 28 hari sebesar 19.81MPa.Kata Kunci : Abu Jerami Padi, Kuat Tekan Beton,Limbah, 
STUDI KOMPARATIF ANALISIS SEISMIK PADA STRUKTUR DASAR TETAP DAN DASAR TERISOLASI misdi, misdi
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 4 No. 2 (2025): MEI 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Many engineers in the world have tried to conduct research to overcome building structures that have been destroyed by sudden powerful earthquakes. One popular method is the base isolation system. This system has proven effective and is an alternative to overcome strong earthquake forces. This method is very suitable to be applied in Indonesia, because Indonesia is classified as an earthquake-prone country. This study analyzes building structures that use base isolators to reduce earthquake forces and compares them with conventional building structures. The earthquake force that enters the building structure can cause multidimensional movements that contribute to horizontal displacement in the x-direction, y-direction and rotational directions, which cause damage to the building structure. The results of the analysis prove that structures that use base isolators can reduce displacement responses (drift stories), it can be seen that the relative displacement between levels after using base isolators becomes smaller compared to fixed base structures. The story shear force can also be reduced, thereby preventing structural damage and casualties
ANALISIS PERBANDINGAN PERHITUNGAN DAYA DUKUNG TANAH DARI HASIL UJI SONDIR/CONE PENETRATION TEST (CPT) PADA PROYEK GEDUNG KPPN TANJUNG BALAI Ivan Kristian Wijaya Telaumbanua; Amir Hamzah; Simorangkir, Simon Petrus Hamonangan
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 4 No. 2 (2025): MEI 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Infrastructure development in Indonesia, including in Tanjung Balai, requires careful planning to ensure adequate soil carrying capacity, so soil investigation is an important step in this process. This research aims to analyze the comparative calculation of soil bearing capacity from the results of the Sondir/Cone Penetration Test (CPT) on the KPPN Tanjung Balai Building project. The method used includes primary data collection through CPT testing at two location points, as well as analysis using the Meyerhof method, Schermann, and Terzaghi. The analysis results show that the soil bearing capacity value varies depending on the method used. On point 5,46S-01, calculation of soil bearing capacity using the method Meyerhof produces a value of 6.24 t, 12,44 t with method Schermann, And 7,12 t with method Terzaghi. Meanwhile, on point S-02, the soil bearing capacity value obtained is 5,15 t with method Meyerhof, 26,74 t with method Schermann, And 4,46 t with method Terzaghi.
SISTEM INFORMASI GEOGRAFIS PEMETAAN TANGGUL KRITIS PADA SUNGAI BUNUT DI KECAMATAN RAWANG PANCA ARGA Siregar, Hendriko; Muhammad Irwansyah; Amir Hamzah
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 4 No. 2 (2025): MEI 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Bunut River flows across Rawang Panca Arga District with its upstream in Setia Janji District, Asahan Regency and empties into balai River, Sei Balai District, Batubara Regency. The water discharge on the Bunut River causes flooding when the water discharge increases. Most flooding problems are caused by unstable and critical embankments. The aim of this research is to design a Geographic Information System and contain data regarding critical embankments in Rawang Panca Arga District. The location of critical embankments on the Bunut River can be mapped with a moteode using the ArcGis application version 10.3. Critical embankment problems on the Bunut River can be prevented with proper handling by strengthening the river banks with pairs of gabions. By strengthening river banks, it produces embankments that are safe from flood disasters when water discharge increases
METODE PELAKSANAAN, EFISIENSI BIAYA DAN WAKTU PEKERJAAN GALIAN BATU DENGAN METODE PELEDAKAN (BLASTING) PADA PROYEK JALAN TOL SIGLI – BANDA ACEH SEKSI 1A Danu Nugraha; Sihombing, Alexander Tuahta; Nasution, Mahliza
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 4 No. 2 (2025): MEI 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The Sigli - Banda Aceh Toll Road is the first toll road in Aceh province, stretching 74.2 kilometers (km) and consisting of 6 sections. Rock excavation work includes excavation of rock chunks with a volume of 1m3 or more and all rocks or other materials whose excavation requires air pressure tools or drilling, and blasting according to the instructions of the Work Director. This study aims to determine the stages or methods of rock excavation work using the blasting method and to analyze costs based on the Powder Factor (PF) value and the time required to complete the rock excavation work. Based on the results of the study, the stages of rock excavation work using the blasting method begin with the construction of an explosives warehouse, preparation for drilling blast holes, drilling, mobilization of explosives, filling blast holes with explosives (charging), blocking blast holes (stemming), connecting the blasting series (tie up), preparation before blasting, blasting and post-blasting checks. Blasting geometry applied to the rock excavation work in the Sigli – Banda Aceh Toll Road Project Section 1A Sta 15+350 – Sta 15+750 includes the following for the Initial Geometry Plan: Hole Diameter (D) 3.5 inches, Burden (B) 2.5 m, Spacing (S) 3 m, Height of the Stage (H) 6 m, Explosives 30 Kg, and PF 0.67. Geometry Realization: Hole Diameter (D) 3.5 inches, Burden (B) 2.5 m, Spacing (S) 3 m, Height of the Stage (H) 6 m, Explosives 30 Kg, and PF 0.67. Expand Geometry: Hole Diameter (D) 3.5 inches, Burden (B) 3 m, Spacing (S) 3.5 m, Height of the Stage (H) 6 m, Explosives 30 Kg, and PF 0.48. The Powder Factor (PF) value in the blasting geometry design obtained a PF value exceeding 0.3 kg/m3 which means it is not economical, the economical PF value ranges from 0.20 - 0.30 kg/m3. Economical Geometry Design is obtained by "trial and error" or rule of thumb according to the limits of ICI Explosives with the results: Hole Diameter (D) 3.5 inches, Burden (B) 3.5 m, Spacing (S) 5 m, Height of Tier (H) 6 m, Explosives 30 Kg, and PF 0.29. The time required to complete the rock excavation work on the Sigli - Banda Aceh Toll Road Project Section 1a Sta 15 + 350 - Sta 15 + 750 with the initial planned geometry design takes 3.77 months at a cost of Rp. 40,336,928,850.00 while with an efficient geometric design it takes 1.62 months with a cost of Rp. 39,678,466,850.00.
PENERAPAN APLIKASI ARCGIS PADA KONTUR DAERAH ALIRAN SUNGAI SILAU DALAM PENGGUNAAN LAHAN DI KOTA KISARAN Kiki Kurnia Roseka; Muhammad Irwansyah; Intan Zahar
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 4 No. 2 (2025): MEI 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Silau River is a river that flows for 13.3 kilometers across Kisaran City, Asahan Regency. The rapid development of Kisaran City as the district capital has caused many land conversions around the Silau River Watershed. The large number of land conversions causes environmental damage to rivers. This research aims to determine the development of width, depth and scour that occurs around the river basin. Applying contour maps to river basins will reveal the area of ​​buildings and plantations that are being converted into land use. Contour maps can be built in the ArcGis application version 10.3. With the ArcGis 10.3 application, you will get the area that is being converted into land. The treatment carried out is controlling and normalizing areas that have changed function and replanting protected plants around river banks
ANALISA POROSITAS BETON BERPORI BERBASIS ZEOLIT ALAM PAHAE DAN KARBON AKTIF KULIT COKLAT Sabda wahyuna; Fynnisa Z; Muhammad Irwansyah
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 4 No. 2 (2025): MEI 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Porous concrete is concrete that has cavities in its structure so that water can drain. The aim of this research is to obtain compressive strength and porosity referring to the Aci 522R-10 method using a cylindrical mold measuring 15 cm x 30 cm with a soaking age of 28 days. The highest compressive strength values ​​were obtained in porous concrete specimens mixed with 10% brown shell with an average compressive strength value of 11.7 Mpa and porous concrete mixed with 5% zeolite with an average compressive strength of 11,6 Mpa. The lowest compressive strength of porous concrete mixed with 5% zeolite + 10% brown skin with an average compressive strength of 5.5 Mpa and concrete mixed with 10% zeolite + 5% brown skin with an average compressive strength of 5,9 Mpa. The highest porosity was obtained in the 10% zeolite mixture variation test object and the 5% zeolite mixture + 5% brown leather variation test object, namely 27,6%.
ANALISIS PENGGUNAAN ABU SEKAM PADI SEBAGAI BAHAN TAMBAH DALAM CAMPURAN PAVING BLOCK TERHADAP KUAT TEKAN DAN POROSITAS Ananda Sitorus, Eka Rizky; Irwansyah, Muhammad; Zahar, Intan
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 5 No. 1 (2025): NOVEMBER 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36294/1s15n471

Abstract

Paving blocks are one of the construction materials used as surface coverings, particularly in pedestrian areas, yards, and local roads. In this study, paving blocks were produced by utilizing rice husk ash (RHA) as an additive in the mixture. The use of rice husk ash was chosen due to its high silica content and its potential as an environmentally friendly pozzolanic material. The objective of this research is to determine the compressive strength of paving blocks with variations in rice husk ash content. The mixture variations used were 0%, 6%, and 12% of the total cement weight, with thicknesses of 6 cm and 8 cm, respectively. The compressive strength and porosity tests were conducted at 28 days in accordance with SNI 03-0691-1996. The results showed that the best compressive strength and porosity were obtained in the 0% RHA mixture, reaching 10.99 MPa, compared to the 6% and 12% RHA mixtures. The addition of rice husk ash tended to decrease the compressive strength of the paving blocks due to the increase in porosity, although at certain variations it still met the quality category D according to the SNI standard.
PERHITUNGAN DAYA DUKUNG PONDASI TIANG PANCANG BERDASARKAN DATA SONDIR (CONE PENETRATION TEST) MENGGUNAKAN METODE (SHERTMANN & NOTTINGHAM,GUY SANGLERAT) Br.Sormin, Elisabet; Simorangkir , Simon Petrus
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 5 No. 1 (2025): NOVEMBER 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36294/01gr1q92

Abstract

In the construction world, foundation work is one of the most important elements of a building structure. Foundations serve to safely and stably transfer the load from the superstructure to the ground. In this study to calculate the bearing capacity of pile foundations using the Schmertmann & Nottingham method and the Guy Sanglerat method using sondir data obtained based on the sondir data of Soil Bearing Capacity using the Schmertmann & Nottingham method on sondir 2, namely qu = 176.8 qa = 58.93, Single Pile Foundation Bearing Capacity using the Schmertmann & Nottingham method on sondir 2, namely Qa = 51.581, Guy Sanglerat Method, namely Qa = 26.821, and the bearing capacity value of the 4-pile foundation group of the Schmertmann & Nottingham method Qa = 123.794, Guy Sanglerat Method Qa = 82.994, the bearing capacity value of the 5-pile foundation group of the Schmertmann & Nottingham method, namely Qa = 129.984, Guy Sanglerat Method Qa = 87.143. In this study, the Schmertmann & Nottingham method produced the highest bearing capacity value at sondir 2 compared to the guy sanglerat method

Page 3 of 4 | Total Record : 31

 1   2   3   4 

Filter by Year

2021 2025


Reset
Filter By Issues
All Issue Vol. 5 No. 1 (2025): NOVEMBER 2025 Vol. 4 No. 2 (2025): MEI 2025 Vol 2, No 2 (2023): MEI 2023 Vol 2, No 1 (2022): November 2022 Vol 1, No 2 (2022): Mei 2022 Vol 1, No 1 (2021): November 2021