cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Fahmi Firdaus Alrizal
Contact Email
fahmi.alrizal@itats.ac.id
Phone
+6285736962987
Journal Mail Official
jts.journal@itats.ac.id
Editorial Address
Arief Rachman Hakim No 100 Surabaya
Location
Kota surabaya,
Jawa timur
INDONESIA
Jurnal Teknik Sipil
Published by Institut Teknologi Adhi Tama Surabaya
ISSN : 27470733     EISSN : 27470733     DOI : https://doi.org/10.31284/j.jts.2021.v2i2.2475
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil ITATS adalah jurnal ilmiah yang diterbitkan oleh Lembaga Penelitian dan Pengabdian Masyarakat (LPPM-ITATS) yang bertujuan untuk menyebarluaskan hasil-hasil penelitian yang berkaitan dengan bidang teknik sipil, dimana pembaca jurnal diharapkan dari peneliti / ilmuwan teknik sipil, mahasiswa di bidang terkait , insinyur, dan praktisi di bidang ini. Jurnal Teknik Sipil ITATS berdiri sejak tahun 2020, dengan edisi pertama Volume 1, Nomor 1, Mei 2020. Pada periode pertama terbit, Jurnal Teknik Sipil terbit setiap enam bulan (2 kali dalam setahun) yaitu pada bulan Mei, dan November. Jurnal Teknik Sipil Institut Teknologi Adhi Tama Surabaya menerbitkan artikel ilmiah di bidang teknik sipil, sebagai berikut. Rekayasa Struktural Teknik Sumber Daya Air Teknik Transportasi Teknik Geoteknik Teknik & Manajemen Konstruksi, Perencanaan Kota Teknik Struktur Bangunan Semua makalah yang dikirimkan akan menjalani proses peninjauan buta, dari dua peninjau anonim. Secara umum, Jurnal Teknil Sipil memprioritaskan makalah yang dapat menunjukkan orisinalitas, kebaruan, dan temuan penting yang dapat bermanfaat bagi minat pembaca. Pemeriksaan kesamaan untuk semua kertas yang dikirimkan akan diterapkan untuk memastikan kualitas kertas. Di atas segalanya, dewan redaksi Jurnal Teknik Sipil berkomitmen untuk memberikan makalah berkualitas untuk berkontribusi di bidang teknik sipil. Atas nama Redaksi Jurnal Teknik Sipil, dengan ini kami mengundang Anda untuk mempublikasikan naskah Anda di Jurnal Teknik Sipil.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 9 Documents
 1 
Search results for , issue "Vol 4, No 1 (2023)" : 9 Documents clear
ANALISA PENGENDALIAN MUTU PROYEK GUDANG PT SANTOS JAYA ABADI MENGGUNAKAN PROCESS DECISION PROGRAM CHART METHOD Yohanes Usman Nandyanto; Michella Beatrix; Masca Indra Triana
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4497

Abstract

Construction projects are growing wider and more complex in terms of physical and cost. In practice, a project has limited resources in people, materials, costs, or tools. Construction project must have quality control to guatantee safety worker. However, even though technical specifications have been prepared, deviations in quality during construction project implementation always occur, so that the quality of the resulting building does not comply with the quality requirements that have been set and causes the low quality of human resources in the construction world Factors causing quality control in this study can directly or indirectly affect the project. This research began with data collection through the process decision program chart method and questionnaire method, distributed to project warehouse PT Santos Jaya Abadi, with the respondents from  project managers to workers. Furthermore, the collected data questionnaires were analyzed using the IBM SPSS dan Microsoft Excel. The analysis quality control and analysis risk show that quality control have a effective and well implemented in project contruction, with the result in structure work such as beam work and column work have the same percentage of 76% and floor plate work has a percentage of 72%. While on structure work such as beam has risk level value 7.49, column structure work with a value of 7.42, floor plate structure work with a value of 6.43.
Analisis Kerusakan Jalan Dengan Metode Pavement Condition Index Studi Kasus Jalan Raya Tanjungsari - Raya Tandes Yordan Handhika Putra; Kurnia Hadi Putra
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4468

Abstract

Highway Tanjungsari - Raya Tandes experienced some damage to the road sections which varied greatly from one point to another so that it required a detailed handling measure. Assessment of road damage can be done using several methods including the Pavement Condition Index (PCI) method.The purpose of carrying out this research task is to find out the value of the damage to the highawy Tanjungsari - Raya Tandes and how to deal with it. The results of the observations obtained 13 types of damage but with the most damage being holes and patches. The PCI value obtained is 3 segments with an average PCI value of 90 having a perfect value. 17 segments with an average PCI value of 70 have a very good value. 9 segments with an average PCI value of 66 have a good value. 8 segments with an average PCI value of 49 have an adequate value and 4 segments with an average PCI value of 31 have a poor value.
Perbandingan Beton Normal Dengan Beton Menggunakan Abu Vulkanik Gunung Semeru Ditinjau Dari Kuat Tekan Dan Setting Time Nurul Rochmah; Ahmad Lukman Ariansyah; Dewi Pertiwi
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4547

Abstract

Heavy metal chemicals can be found in the volcanic ash from Mount Semeru's eruption. The content of heavy metals such as silica, alumina, iron, and lime can bind cement to concrete. Nowadays, volcanic ash that comes out of volcanic eruptions is used as a reducing material for cement. Some cement materials for concrete mixtures are viewed through the lens of concrete compressive strength. It was attempted to use volcanic ash from Mount Semeru to reduce cement material in concrete with an FC of 20 MPa. This study aims to determine the setting time and compare the compressive strength of concrete. It used a cylindrical test object with a diameter of 100 mm and a height of 200 mm. Each variation had three test objects. The test results indicated that the setting time for normal concrete was 195 minutes; AV variations of 45% got 225 minutes, or a 30-minute delay, from normal concrete; and 50% of AV variations got 255 minutes, or a 60-minute delay. Meanwhile, the average compressive strength test for normal concrete aged 28 days was 19.18 MPa, and the variation of AV concrete aged 45% gained 5.78 MPa or decreased by 30.12% of normal concrete. The average compressive strength in AV concrete aged 50% for 28 days was 5.83 MPa, or 30.40% lower than normal concrete.
PERENCANAAN STRUKTUR ATAS DERMAGA GENERAL CARGO TYPE PIER BERKAPASITAS 50.000 DWT (DEAD WEIGHT TONNAGE) DERMAGA BERLIAN TANJUNG PERAK SURABYA Sahara Aula Nanda Periwi; Nurul Rochmah
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4492

Abstract

Tanjung Perak Port's operational region serves eastern Indonesia, making it a port capable of serving export and import container ships. Terminal. Berlian Terminal is operated by PT Berlian Terminal Services Indonesia (PT BJTI), a subsidiary of PT Pelabuhan Indonesia III (Persero). Thus far, the Berlian Terminal has been categorized as very active (Annual Report, 2018). To increase and support the active flow of commodities in the Port region, suitable infrastructure is required to avoid long wait times. The goal of this scheme is for the researcher to conduct an analysis for superstructure planning, which includes calculating pier dimensions, construction calculations, loading calculations (vertical and horizontal (ship impact force)), and design control reinforcement activities receiving/delivery to and from Berlian Terminal. So that the loading and unloading of items is more efficient, does not result in long lines, and does not result in accidents. The General Cargo pier, with a depth of 226 meters, will accommodate cargo ships with a capacity of 50,000 DWT. SPSP (Steel Pipe Sheet Pile) Grade 2 is used in the lower structure. The wharf layout is studied using SAP2000 software with 3D modeling; the results indicate that the berth dimensions are 326 m 40 m, the beam dimensions are 1000 mm 800 mm, and the plate thickness is 250 mm. SPSP with a diameter of 1016 mm is used for the piles. According to the planning results, the greatest beam moment value is 893.337 kN-m, and the largest displacement value is 0.008947 m.
Evaluasi Kedalaman Fondasi Tiang Pancang terhadap Beban Maksimum atau Distribusi Beban (Study Kasus Pembangunan Rumah Kos 4 Lantai Jl. Siwalankerto Timur /8) Gati Sri Utami; Mega Kartika Sari R; Mila Kusumawardani; Arintha Indah DS; Theresia MCA
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4170

Abstract

The foundation is part of an engineering system that transmits the working load and self-weight into the soil or rock. The construction of a 4-storey boarding house with a land area of 1000m² located on Jalan Siwalankerto Timur II/8 Surabaya has been planned using a bore pile foundation with a diameter of 40 cm and a depth of 13m. This study re-planned the initial design of the foundation with pile foundations based on the analysis of the forces in the auxiliary program structure. The purpose of re-planning is to determine the depth of the pile foundation according to the load distribution received by each pile in a group.Based on the analysis of the bearing capacity of the pile foundation using the Mayerhoff method and the structural analysis of the auxiliary program, the results obtained are the bearing capacity of the pile foundation with a diameter of 40 cm, the deeper the value increases. Foundation depth based on maximum load and load distribution is 12m, because it is only influenced by axial loads and not affected by moments that occur based on the results of structural analysis, because the values are small (0.6% and 4.4%) compared to axial loads
Studi Perencanaan Struktur Atas Jembatan Semanding Tuban Dengan Menggunakan Struktur Rangka Baja Dewi Hartini Caley; Retno Trimurtiningrum
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4493

Abstract

This study aims to plan the superstructure of a steel frame bridge using K-truss type. The bridge that will be planned in this project has a span of 36 meters and the width of the bridge is 11 meters, located at stations 10+436.80 to stations 10+401 located at over the Semanding River and connects Tunah Village, Semanding District to the Village Prudara Kulon, Semanding District, Tuban. Design of steel structures using the Load and Resistance Factor Design (LRFD) approach. The planning of this bridge was assisted by Autocad software and SAP200 V22. The steel profile on the longitudinal girder is IWF 250 x 125 x 6 x 9 and for IWF transverse girders 1000 x 350 x 18 x 38. Longitudinal and transverse girders using a composite beam system. The main frame profile uses IWF 400 x 400 x 21 x 21, and IWF diagonal girders 400 x 400 x 21 x 21. Connections used on longitudinal girders and transversely, the connecting device is a bolt with a diameter of 20 mm and welding. Whereas the connection on the main frame is a gusset connection with the connecting device being a bolt 20 mm in diameter.
DAMPAK DAN PENYEBAB VARIATION ORDER (VO) PADA PROYEK APARTEMEN ICON - GRESIK Felicia Tria Nuciferani S.Pd., M.T.; Siti Choiriyah; Feri Harianto; Fajar D.Y .Jatmiko
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4436

Abstract

The Construction of Icon Apartment Project are construction projects that have different cause variation orders. This research aims to determine the percentage of VO (Variation Order), the highest factor of VO, and the impact of VO. Data collection used questionnaires accompanied by an interview process with the project manager for each project. Data processing techniques use validity test, reliability test, and mean test. The results obtained in this study are the percentage of VO for the Caspian project 13.50% and the Icon project 11.30%. The highest VO factor for the Caspian project was extreme weather 4.80 and the Icon apartment was a design change of 4.6. The emergence of VO has an impact on the addition of costs and work schedules for each project.
PERENCANAAN PERKUATAN LERENG MENGGUNAKAN SHEET PILE PADA AREA TERMINAL JEMBATAN KACA KAB.PROBOLINGGO Dwi Septy Wahyuningdiah; Laily Endah Fatmawati; Herry Widhiarto
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4495

Abstract

Soil is an important aspect in construction design, therefore soil bearing capacity is an aspect that determines the stability, feasibility and longevity of a structure. Some methods of soil handling include designing a retaining wall so that it can minimize the impacts that arise, especially in residential areas with different soil heights from one point to another. Slope stability analysis has a very valuable position in the design of civil construction structures. Several ways that can be used to avoid the formation of a collapse is with a retaining wall. The use of retaining walls used in the plan is cantilever walls and in this study the retaining walls to be used are sheet pile walls. In this study it was intended to plan slope reinforcement using sheet piles with the help of the plaxis program and to use the manual calculation of the fellenius method to determine the safety factor for slope stability to overcome landslide disasters on glass bridges. The purpose of using the Fellenius method is to calculate the safety factor of the slope, while the plaxis software is a finite component program for geotechnical applications where soil models are applied to simulate soil behavior.
EVALUASI DESAIN TEBAL LAPIS PERKERASAN DITINJAU DARI DAYA DUKUNG SUBGRADE Mutia Lisya; Nuryasin Abdillah; Dhiana Dwi W
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4442

Abstract

Jalan raya merupakan bagian dari prasarana yang dapat mempercepat pertumbuhan dan perkembangan suatu daerah serta dapat menunjang hubungan ekonomi, sosial dan budaya antar daerah. Perkerasan jalan merupakan salah satu unsur penting dalam pembangunan jalan dalam rangka kelancaran transportasi. Salah satu faktor terpenting dalam menentukan ketebalan lapisan paving adalah tanah dasar. Perencanaan tebal lapis perkerasan dilakukan dengan menggunakan MDPJ 2017. Berdasarkan penelitian diperoleh hasil perkerasan lentur AC-WC tebal 40 mm, AC-BC 60 mm, dan LPA kelas A 400 mm. Perencanaan perkerasan kaku menggunakan jenis perkerasan beton semen dengan perkuatan. Struktur perkerasan beton direncanakan menggunakan ketebalan 175 mm, dan untuk pondasi bawah menggunakan lapis pondasi agregat kelas A dengan ketebalan 125 mm.

Page 1 of 1 | Total Record : 9

 1 

Filter by Year

2023 2023


Reset
Filter By Issues
All Issue Vol 5, No 2 (2024) Vol 5, No 1 (2024) Vol 4, No 2 (2023) Vol 4, No 1 (2023) Vol 3, No 2 (2022) Vol 3, No 1 (2022) Vol 2, No 2 (2021) Vol 2, No 1 (2021) Vol 1, No 2 (2020) Vol 1, No 1 (2020)