cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Syapril Janizar
Contact Email
jurnaltekniksipilcendekia@gmail.com
Phone
+6289602817819
Journal Mail Official
jurnaltekniksipilcendekia@gmail.com
Editorial Address
Jl. Pahlawan No.69, Sukaluyu, Kec. Cibeunying Kaler, Kota Bandung, Jawa Barat 64987
Location
Kab. sumedang,
Jawa barat
INDONESIA
Jurnal Teknik Sipil Cendekia (JTSC)
Published by Universitas Winaya Mukti
ISSN : 27236552     EISSN : 27233375     DOI : https://doi.org/10.51988/vol1no1bulanjulitahun2020
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
JTSC: Jurnal Teknik Sipil Cendekia is published by Civil Engineering Study Program, Faculty of Engineering, Planning and Architecture, University Winaya Mukti. This peer-reviewed journal is designated to publish articles that report the results of research in civil engineering science. JTSC: Jurnal Teknik Sipil Cendekia invites particularly manuscripts or research-based articles in the diverse topics include functional areas of Transportation Engineering, Structure, Design road and Bridge, Geotechnic, Management Project, Contruction Management, Hydrology and Water Resources, Information Civil Technology (ICT), Entrepreneurship Civil Engineering and Engineering Economics. The manuscripts or research-based articles that will be accepted are qualitative, quantitative research and mixed method written either in Bahasa or English. We are the editorial team, welcoming the papers submissions from various audiences or professions such as researchers, academicians, students, practitioners, regulators and others who interested in Civil Engineering studies.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 126 Documents
 7   8   9   10   11 
Effect Of Earthquake Forces On Columns With Different Strengthening Using Sap2000 Software Purba, Sadvent; Wijaya, Nehemia
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.268

Abstract

Indonesia is an area that has quite a high frequency and strength of earthquakes because it is at the meeting point of four tectonic plates, namely the Eurasian plate, the Indo-Australian plate, the Pacific plate and the Philippine Sea plate. Earthquake-resistant buildings are an alternative to minimize the impact of earthquake forces that occur. One design that needs to be analyzed is that there are openings in the building wall structure that cause the columns not to bend properly when receiving lateral forces, so they have the potential to fail. A collapsing column will cause the load of the building floor above it to collapse. Through this research, the influence of the frequency of earthquake forces, the influence of earthquake forces on the deviation between floors, and the location of the collapse in building models A (without walls) and B (with walls) will be identified. The method used is dynamic load analysis in SAP2000 based on spectrum response. Based on the results of the SAP2000 analysis, it can be seen that the deviation value between floors is smaller in building model B (with walls), thus indicating short column with lower heights absorb more energy and have stiffer properties. The location of the collapse is not visible in the SAP2000 analysis, but the largest deformation occurs in the beam for both building models.
Comparative Analysis Of Hammer Test And Compression Testing Machine Against Normal Concrete Compressive Strength Test K300 Putra Anugrah Pratama, Vicky; Setioningsih, Retnowati; Marwanto, Marwanto
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.269

Abstract

The materials used in a concrete construction have a major impact on its strength. But a lot of other things also matter, like the cement-water ratio (FAS), temperature fluctuations, curing conditions, and lack of compaction. The purpose of this study is to evaluate the findings of compressive strength testing of K-300 quality concrete using two different approaches: the non-destructive Hammer Test (HT) and the destructive Compression Test Machine (CTM). Both techniques were used to examine ten cube-shaped concrete samples that were 15 cm x 15 cm x 15 cm. The two approaches differed significantly, according to the results. Compressive strength values ??from CTM were consistently higher than those from HT. Test specimen number 7 showed that CTM had the highest compressive strength at 507.92 kg/cm², while test specimen number 10 showed that HT had the highest compressive strength at 247kg/cm². These findings suggest that in order to get more accurate results, CTM should be used in concrete testing
Pengaruh Pengetahuan Mitigasi Bencana Tanah Longsor Terhadap Kesiapsiagaan Siswa Di Kecamatan Balikpapan Utara Aprilla, Nasywa Syifa; A, Doni; Rafli H, Muh.; Akmal I, Muh; A. N. R, Ocktavianus; Daffa H.Z, Muh; Yoga, I Kadek; Raghid H'Z, Muh; Indriani, A. M.
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.273

Abstract

Landslides pose a serious threat, causing significant property damage and loss of life. This study aimed to determine the extent to which knowledge of landslide mitigation can enhance students' preparedness. A survey of approximately 700 middle school students in North Balikpapan district was conducted. The results showed a positive correlation between knowledge of landslide mitigation and students' preparedness. The higher the students' knowledge, the better prepared they were to face landslides. This study concludes that increasing students' knowledge about landslide mitigation can effectively improve their preparedness.
Analisis Pemahaman Mitigasi Bencana Tanah Longsir Untuk Kalangan Siswa Dan Siswi Di Smp Kecamatan Balikpapan Kota Marini, Andi; Muhammad Fachri F L, Andi; Pratama, Abimanyu; Irawan, Helmi; Alam Putra L A R, Chikita Wisnu; Rahmad Al Muslim, Yazid; Rizqy U Q, Fahreza
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.274

Abstract

This study aims to assess the level of understanding among middle school students in Balikpapan City about landslide disaster mitigation. Using a survey method with questionnaires, the research analyzes students' knowledge, attitudes, and actions regarding landslides. The results show that most students understand the basics of landslides but lack awareness of effective mitigation measures. Challenges include limited education on the topic and less interactive learning methods. This study recommends integrating disaster mitigation topics into school curricula and conducting simulation-based training to improve students' awareness and preparedness for landslide risks. Keywords: Landslide Mitigation, Middle School Students, Balikpapan City
Time And Cost Efficiency Of Conventional Formwork In Building Projects Firdaus, Adam; Lila Ayu Ratna, Winanda; Hadi Surya Wibawanto, Sunarwadi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 1 (2025): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i1.280

Abstract

Dalam pelaksanaan pembangunan gedung bertingkat, pekerjaan bekisting memerlukan biaya yang besar dan waktu yang cukup lama. Maka dari itu, diperlukan penggunaan metode yang lebih efektif baik dari segi biaya dan waktu pelaksanaannya. Seiring berkembangnya teknologi dalam dunia kontruksi, sangat banyak bekisting yang diterapkan dilapangan dalam struktur pembangunan proyek. Dalam penelitian ini, tujuan yang ingin dicapai yaitu menganalisis biaya dan waktu sesuai dengan metode pelaksanaan pada pekerjaan bekisting. Penelitian ini menggunakan metode penelitian kuantitatif, dimana data yang digunakan meliputi harga satuan pekerjaan, volume pekerjaan, dan rencana anggaran biaya dari proyek yang sedang berjalan. Hasil penelitian menunjukkan bahwa estimasi pekerjaan bekisting konvensional membutuhkan biaya sebesar Rp. 44,360,000,000.00 dengan waktu pengerjaan 59 hari.
OPTIMALISASI KUAT TEKAN BETON GEOPOLIMER MENGGUNAKAN FLY ASH DAN ABU SEKAM PADI Olii, Muhammad Ramdhan; Mangewa, Novia; Abdul Djau, Rahman; Nento, Sartan; Zailani Olii, Abdul Kadir
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.286

Abstract

Beton merupakan material konstruksi yang banyak digunakan, namun dampak lingkungan yang ditimbulkan, terutama dalam hal emisi CO?, mendorong pencarian alternatif yang lebih ramah lingkungan. Beton geopolimer, yang memanfaatkan fly ash dan abu sekam padi sebagai bahan pengikat, dapat menjadi solusi yang menjanjikan untuk menggantikan beton konvensional. Penelitian ini bertujuan untuk mengkaji pengaruh variasi komposisi fly ash dan abu sekam padi terhadap sifat mekanis dan workability beton geopolimer. Variasi campuran yang digunakan terdiri dari proporsi fly ash dan abu sekam padi sebesar 100:0, 80:20, 70:30, dan 50:50, dengan larutan alkali aktivator NaOH 12M dan Na?SiO? dengan rasio 1:2,5. Hasil penelitian menunjukkan bahwa campuran dengan 100% fly ash menghasilkan kuat tekan tertinggi, yaitu 23,13 MPa, dan nilai slump 8,0 cm, yang mengindikasikan kinerja beton yang baik dalam hal kekuatan dan workability. Sebaliknya, peningkatan proporsi abu sekam padi menyebabkan penurunan kuat tekan dan slump, dengan nilai terendah pada campuran 50% abu sekam padi, yang menghasilkan kuat tekan 17,20 MPa dan nilai slump 5,5 cm. Berdasarkan hasil ini, dapat disimpulkan bahwa fly ash tetap menjadi bahan pengikat utama yang lebih baik untuk beton geopolimer, sementara abu sekam padi dapat digunakan dalam proporsi terkendali untuk mendukung keberlanjutan lingkungan. Penelitian lanjutan disarankan untuk mengeksplorasi penggunaan bahan tambahan lainnya dan melakukan analisis mikrostruktur untuk meningkatkan performa beton geopolimer.
A Comparative Study of Quantity and Scheduling Using 4D BIM and Conventional Methods in Column, Beam, and Slab Construction Muzaffar, Risal; Putra, I Nyoman Dita Pahang; Junianda Velantika, Griselda
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.290

Abstract

Inadequacies in the conceptualization and assessment of construction scheduling frameworks can disrupt the epistemic continuity of project execution, thereby undermining procedural coherence and operational efficiency. Accurate and detailed material quantity planning is essential to ensure precise resource forecasting and the development of efficient and reliable construction schedules. This research investigates the role of methodological selection in the accuracy and efficiency of construction planning, with a particular emphasis on material quantification and scheduling outcomes through this comparative framework. The methodological approach undertaken in this study involves quantity surveying practices through the application of two modelling-based techniques, namely CAD-Revit and CAD-Conventional. For construction-shop drawing documentation as the primary data source, material quantities derived from each method serve as the basis for schedule development. This process culminates in the integration of 4D Building Information Modelling to facilitate the temporal visualisation of construction sequences, which supports a more comprehensive evaluation of the implications associated with each quantity derivation method on the accuracy of project planning. The comparative analysis of material quantities derived from the two methods revealed significant fluctuations, with the CAD-Revit approach demonstrating greater efficiency in material usage. This variation was further reflected in the scheduling outcomes, where the 4D BIM methodology indicated divergent timelines for the completion of structural component progress across different floors.
ANALISIS PENGEMBANGAN INFRASTRUKTUR MENDUKUNG WISATA AIR ASOL. KAWASAN PULAU HARUKU, MALUKU : PENDEKATAN PERENCANAAN DAN PERANCANGAN DENGAN METODE AHP Rumihin, Ony Frengky
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.291

Abstract

This study aims to analyze the development of supporting infrastructure for Asol Water Tourism in the Haruku Island area, Maluku, particularly in Negeri Oma, which possesses beautiful natural potential but is constrained by limited tourism facilities and infrastructure. The Analytical Hierarchy Process (AHP) method was used to determine priority development criteria through analysis of pre-construction, construction, and post-construction aspects. The results show that the dominant criterion in the pre-construction aspect is construction engineering with consideration of building structure and the environment, with a priority weight of 0.578. In the construction aspect, the dominant criterion is the application of project control principles related to time, quality, and cost, with a weight of 0.091. Meanwhile, in the post-construction aspect, the dominant criterion is synergy through the involvement of communities, the private sector, and universities to achieve operational independence, with a weight of 0.1156. In conclusion, these three aspects are expected to significantly contribute to the development of high-quality and environmentally conscious tourism facilities and infrastructure for Asol Water Tourism.
Alternatif Desain Cofferdam Proyek Pembangunan Bendungan Cijurey Kabupaten Bogor Provinsi Jawa Barat Sugara, Guruh; Tunggulgeni, Ekodjati; Ahmad Fauzan, Sayed; Harianja, Ricky; Suprayogi, Suprayogi; Auliarachman, Reivica; Dwi Jalu, Arga
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.292

Abstract

Bendungan Cijurey Paket 1 merupakan proyek strategis di Kabupaten Bogor, Jawa Barat, yang bertujuan untuk pengendalian banjir, penyediaan air baku sebesar 0,71 m³/detik, irigasi lahan seluas 2.047 hektar, serta pembangkitan listrik melalui PLTA berkapasitas 2×0,5 MW. Salah satu aspek penting dalam pembangunan bendungan ini adalah perancangan cofferdam, yang berfungsi melindungi area kerja dari aliran sungai selama konstruksi berlangsung. Struktur sementara ini harus dirancang dengan mempertimbangkan aspek hidrolik, stabilitas terhadap banjir dan gempa, serta efisiensi. Penelitian ini melakukan evaluasi ulang desain cofferdam menggunakan analisis stabilitas lereng berbantuan perangkat lunak Geostudio. Hasilnya menunjukkan bahwa desain ulang lebih efisien tanpa mengurangi aspek keamanannya.
COST AND TIME EVALUATION WITH TIME COST TRADE OFF (TCTO) METHOD IN TIJ TUNNEL CONSTRUCTION (JOYOBOYO INTERMODA TERMINAL) Triana, Masca Indra; Baharnur, Ahmad Zaenul; Mawaritza, Putri Suci
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.297

Abstract

Infrastructure development is one of the main indicators in supporting city development, especially in metropolitan areas such as Surabaya. One of the strategic projects being designed is the construction of a pedestrian tunnel that will connect the Joyoboyo Intermodal Terminal (TIJ) with the Surabaya Zoo (KBS). This study aims to optimize the cost and completion time of the project through a case study of the construction of a pedestrian tunnel between TIJ and KBS. Based on the contract's provisions, this project is scheduled to be completed within 156 calendar days, starting on May 30 2024, and ending on November 21, 2024. As an effort to optimize the cost and duration of project implementation, the Time Cost Trade Off (TCTO) approach is used. Through the application of this method, the results obtained that the addition of working time (overtime) for 3 hours per day on the work item of reinforced concrete walls with a thickness of 60 cm and concrete quality Fc'35 MPa (PC 450) is quite effective in accelerating project completion from 156 days to 145 days. In addition, the optimum cost generated is Rp14,116,469,946.62, which means a cost saving of Rp43,510,269.42 compared to the normal cost. From the analysis results, the project time efficiency is 0.31%.

Page 9 of 13 | Total Record : 126

 7   8   9   10   11 

Filter by Year

2020 2026


Reset
Filter By Issues
All Issue Vol 7 No 1 (2026): Februari Vol 6 No 2 (2025): July Vol 6 No 1 (2025): February Vol 5 No 2 (2024): July Vol 5 No 1 (2024): February Vol 4 No 2 (2023): July Vol 4 No 1 (2023): February Vol 3 No 2 (2022): July Vol 3 No 1 (2022): Februari Vol 2 No 2 (2021): Juli Vol 2 No 1 (2021): February Vol 1 No 1 (2020): Juli More Issue