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Jurnal Teknik Sipil dan Arsitektur
Published by Universitas Tunas Pembangunan Surakarta
ISSN : 28079418     EISSN : 25982257     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil dan Arsitektur dibentuk sebagai wadah publikasi karya ilmiah dibidang teknik sipil dan arsitektur.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 12 Documents
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Search results for , issue "Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR" : 12 Documents clear
ANALYSIS OF CONFIGURATION OF PILE GROUP ON SUPPORTING CAPACITY AND PILE EFFICIENCY IN TANJUNG BALAI FLAT CONSTRUCTION
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2774

Abstract

In the TanjungBalai Flats creation project, the inspiration used is a mini pile basis with a set pile device. The organization pile device on the inspiration withinside the creation of this flat is deliberate to have a exclusive wide variety of piles, particularly piles, 3 piles, 4 piles. Therefore, on this look at diverse pile configurations might be completed with the aid of using modelling exclusive configurations with the equal wide variety of piles as the development of this flat. Furthermore, the sporting ability and performance values might be as compared that is the first-class value. Calculations on this look at had been the usage of the direct method (Direct One) and the pile performance component for the evaluation of the pile bearing ability. The calculation is accomplished primarily based totally at the soil statistics received withinside the shape of sondir statistics. The significance of the pile performance value (Eg) in a pile organization is encouraged with the aid of using the pile arrangement, the wide variety of rows, the wide variety of piles in a single row, and the pile distance inclusive of the three pile configuration of the project (V3) has an performance value (Eg) = 0,817 and (Qg) = 205.27 whilst the evaluation of the layout pile (V3-1) has an performance value (Eg) = 0.861 and (Qg) = 216.32. From the calculation effects it could be concluded that the affect of organization pile configuration at the pile bearing ability is encouraged with the aid of using the significance of the pile performance (Eg), the more the pile performance, the more the sporting ability.
Intensitas Pencahayaan Alami dan Kenyamanan Visual Untuk Aktivitas Kerja pada Area Semi-Outdoor Cafe di Kota Bandung
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2806

Abstract

Cahaya alami maupun buatan memiliki peran penting bagi kehidupan manusia untuk beraktivitas, salah satunya adalah bekerja. Indonesia yang terletak di wilayah beriklim tropis mendapatkan cahaya matahari yang banyak. Salah satu peran cahaya alami adalah menciptakan kenyamanan visual pada ruang kerja. Dengan munculnya virus Covid-19 di Indonesia, terjadi perpindahan ruang kerja dari kantor ke rumah dan café. Para pengunjung yang bekerja di café lebih memilih area terbuka untuk menghindari penularan virus Covid-19. Namun area terbuka juga tidak terlepas dari pengaruh cuaca sehingga area semi-outdoor dapat menjadi pilihan yang tepat untuk bekerja. Penelitian ini bertujuan untuk mengetahui intensitas pencahayaan alami pada area semi-outdoor di sebuah café yang ada di kota Bandung. Data pencahayaan pada studi kasus didapatkan dengan bantuan luxmeter, sedangkan analisis dilakukan dengan bantuan Analisis dilakukan dengan membandingkan antara data pengukuran langsung maupun data software dengan standar yang telah ditetapkan. Hasil analisis menunjukkan bahwa intensitas cahaya pada studi kasus ini berada di atas standar yang telah ditentukan. Hal tersebut dipengaruhi oleh berbagai hal, antara lain orientasi dan bentuk bangunan, material yang digunakan pada elemen pelingkup ruang arsitektur dan furniture, jenis bukaan, dan strategi desain bukaan yang dipakai untuk memasukkan cahaya ke dalam bangunan.
MODEL REGRESI LINIER PENGARUH STANDAR TEKNIS JALAN TERHADAP KECELAKAAN LALU LINTAS PADA JALAN PROVINSI (STUDI KASUS : RUAS JALAN PEMALANG – PURBALINGGA)
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2860

Abstract

In the 2016-2021, there were 12 accidents with 22 deaths and 107 injuries on the Pemalang – Purbalingga road section. One of the factors causing accidents is the lack of attention to infrastructure that meets safety aspects. Even though the number of accidents caused by infrastructure is relatively small when compared to the human error (human) and vehicle (facility) factors, serious attention must still be paid. Traffic accidents caused by a lack of road infrastructure are generally caused by an inaccurate road geometric design, poor road surface conditions, lack of visibility and so on. Therefore the research aims to find accident-prone locations, the causes of accidents from the standard values of road technical requirements and accident regression models. The results of this study. Segments that are categorized as accident-prone locations are STA 32+000, 34+000, 36+000, 47+000 and 48+000. Substandard grades will be the cause of traffic accidents based on road technical requirements. The regression model that can be used to predict the number of accidents on provincial roads according to the variables examined in this study is: Y = -2.618 + 0.049 Grade – 0.019 X Slope – 0.008 H Curv – 0.417 V Curv + 0.264 road width + 0.081 condition IRI roads + 0.014 PCI Road Conditions
OPTIMASI WAKTU DAN BIAYA PADA PROYEK BENDUNGAN SELESAI (STUDI KASUS PADA PROYEK PEMBANGUNAN BENDUNGAN BENDO TAHAP 2)
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2861

Abstract

The implementation of a project will not be separated from three factors, namely quality, time and cost. Time and cost factors can be calculated carefully and can be optimized. This needs to be done to evaluate the performance of a project, so that it becomes a lesson for the next project. This study aims to measure project performance, create optimal reschedules, optimal crash programs and calculate the time effectiveness and cost efficiency of rescheduling made in the Phase 2 Bendo Dam project. The method used in this study is the earned value and crash program with the data needed in this study is the Budget Plan (RAB), Time Schedule, Project Monthly Reports and Project Financial Reports. Then an analysis of the time and cost performance of the project is carried out, as well as calculating the optimization of alternatives for adding overtime hours and adding labor so that an optimal comparison of time and costs is obtained from the several alternatives. The results of the project performance using the earned value method in terms of costs are more accurate starting from the 18th month to the 25th month, as well as the completion time according to the planned time schedule. Meanwhile, the optimal rescheduling and crash program is adding workers with a cost efficiency of 0.66% of the total cost with a normal duration and time effectiveness of 88 calendar days.
DAMPAK PEMBANGUNAN ABDUL RASYID TOWER TERHADAP PERUBAHAN ARUS LALU LINTAS DI KABUPATEN KOTAWARINGIN BARAT
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2867

Abstract

In line with population growth, Pangkalan Bun City has now expanded to include linear pathways or the surrounding area, not only in the city center. This has resulted in the City of Pangkalan Bun having many large trading centers and one of them is the construction of the Abdul Rasyid Tower on Jalan Udan Said in front of the CBI Group head office, Pangkalan Bun, West Kotawaringin Regency, which will result in congestion / attraction of new trips in Pangkalan Bun City. Data collection was carried out by means of a direct survey at the Abdul Rasyid Tower intersection on Jalan Udan Said during peak hours in the morning, afternoon and evening from 06.00 – 18.00 WIB. From the survey results, grouping was carried out on each segment at the intersection and presented in the form of a vehicle table. In calculating the savings analysis using the 1997 Indonesian Highway Capacity Manual and Vissim Software. Traffic performance around the Abdul Rasyid Tower project site at the time prior to construction according to MKJI 1997 calculations, the biggest delay at the afternoon intersection at the first intersection was 7,45 second. The results of the Vissim Software the biggest intersection delay occurred in the morning at the first intersection, which was 7,98 second. Traffic performance around the Abdul Rasyid Tower project site during construction according to MKJI 1997 calculations, the largest intersection delay occurred in the afternoon at the first intersection of 9,47 second. The results of the Vissim Software, the biggest delay at the intersection occurred in the afternoon at the first intersection at 9,89 second. Traffic performance around the Abdul Rasyid Tower project site during post-construction according to MKJI 1997 calculations, the largest intersection delay during the day at the first intersection was 7,78 second. The results of the Vissim Software, the largest delay at the first intersection during the day is 8,21 second.
ANALISIS PROSES PERENCANAAN DAN PENGANGGARAN BELANJA MODAL DPU KOTA SEMARANG TAHUN ANGGARAN 2019
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2868

Abstract

Presidential Regulation No. 54 of 2010 concerning Government Procurement of Goods/Services which is relatively more comprehensive is expected to be able to regulate order in the implementation of government procurement of goods and services. The government provides the widest opportunity for small businesses, micro-enterprises and cooperatives to take part in tenders for goods/services procurement work packages. The purpose of this study is divided into 2 (two) which are research stages, namely analyzing the effectiveness of the regional financial performance of the Semarang City Government, analyzing the efficiency of the regional financial performance of the Semarang City Government with variables. The type of research used in this research is research using quantitative methods with SWOT analysis and questionnaire methods, qualitative descriptive analysis by measuring the financial performance of the DPU Semarang City Government through the concepts of effectiveness and efficiency. Measurement is measured through a comparison of actual revenue with revenue budget Based on the results of the analysis using SWOT analysis with IFAS and EFAS scores, it can be seen that the Planning and Budgeting of Capital Expenditures for the DPU for the City of Semarang for the 2019 Fiscal Year is located in Quadrant I. From the calculation of the effectiveness and efficiency of the DPU for the City of Semarang in 2019 it looks effective but not efficient, because it obtained the effectiveness value is 105.53% where the value indicates it is effective, and the efficiency value is 106.7% where the value indicates it is not efficient.
EVALUASI KUALITAS UDARA PADA PEKERJAAN TEROWONGAN PENGAMBILAN (STUDI KASUS K3 PROYEK BENDUNGAN JLANTAH KARANGANYAR) Wijayanto, Ruli; Handoyo, Suryo
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2879

Abstract

Angka kecelakaan kerja di Indonesia cukup tinggi, pada tahun 2018 data BPJS menunjukan angka 157.313 kasus, salah satunya kasus kecelakaan kerja pada pekerjaan area ruang terbatas. Pelaksanaan pekerjaan ruang terbatas harus dilaksanakan sesuai dengan standar operasional prosedur keselamatan kerja yaitu pengendalian kualitas udara seperti kandungan O2, CO, H2S, dan gas pemicu ledakan (LEL), dipastikan tidak melebihi nilai ambang batas sesuai peraturan agar terhindar dari accident. Penelitian ini dilakukan di PT Waskita Karya-Adhi Karya, KSO, pada pekerjaan terowongan pengambilan Proyek Bendungan Jlantah yang terletak di kecamatan Jatiyoso kabupaten Karanganyar. Objek yang diteliti sendiri merupakan salah satu pekerjaan konstruksi yang merupakan pekerjaan beresiko tinggi yaitu pekerjaan pembangunan terowong pengambilan yang dikategorikan sebagai ruang terbatas atau confined space. Data-data diperoleh dari data riwayat pengukuran kualitas udara menggunakan alat Gas Detector pada saat pekerjaan galian terowong intake pada rentang waktu November 2020. Hasil pengukuran kadar O2 didalam area kerja menunjukan fluktuasi antara 20,8% – 21% namun tidak signifikan dan masih dalam ambang batas normal 19,5% - 23%. Hasil pengukuran kadar CO selama masa penelitian terdapat beberapa kali peningkatan diatas ambang batas sampai dengan 38 ppm dan 40 ppm dari nilai ambang batas yang diijinkan sebesar 35 ppm. Hasil pengukuran gas H2S dan LEL tidak terdeteksi adanya gas tersebut. Kata kunci: Keselamatan dan Kesehatan Kerja, Kecelakaan Kerja, Terowongan Pengambilan, Bendungan Jlantah
KARAKTERISTIK MORTAR GEOPOLIMER BERBASIS FLY ASH KELAS C DENGAN PENAMBAHAN BORAKS
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2895

Abstract

Cement has been widely utilized as a primary material in the construction of structural and architectural elements. The cement factory industry can contribute to 30% of global carbon dioxide emissions. Geopolymers were first introduced by Davidovits in 1979 to represent inorganic polymers produced from geochemistry. Geopolymer materials make use of waste materials such as fly ash as a substitute for concrete binders. In this study, Class C (high calcium) fly ash from the Paiton Power Plant was used. The mix design for geopolymer mortar in this study employed the absolute volume calculation method. Absolute volume calculations are based on the absolute volume proportions of each constituent material within 1 m3. The compressive strength of geopolymer mortar with the addition of 5% borax to the molarity value, the alkali/cementitious ratio showed good performance in the mechanical properties of geopolymer mortar. Alkali/cementitious ratios of 0.3, 0.35, and 0.4 in Class C-based geopolymer mortar with 5% borax addition exhibited good workability, making it suitable for use as a base material in architectural material production.
The WUJUD BANGUNAN ARSITEKTUR BALE SAKENEM: (STUDI KASUS: DESA WISATA PENGLIPURAN, KECAMATAN KUBU, KABUPATEN BANGLI, BALI)
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2917

Abstract

Bale Sakenem is one of the many buildings of traditional Balinese architecture which function to accommodate traditional ceremonial activities. Its specific function is to prepare and carry out religious ceremonies for Hindus. Basically, this architectural building has a wall structure that has six pillars or six saka, therefore this architectural bulding is named Bale Sakenem. The contruction ans structure of this building uses wood materials. Bale Sakenem is owned by all residents’ houses in the Panglipuran Tourism Village, Kubu District, Bangli Regency, Bali. Basically, it still maintains itsshape, structure, contruction and ornaments, but there are changes that have occuredin the materials. This reseach uses a qualitative descriptive method with an ase study approach. Research data was obtained from direct observation in the Panglipuran Tourism Village. The research conclusion shows that the materials used in the Bale Sakenem architectural buildings still use wood materials with changes in wood types nowadays.
INOVASI ECO-FRIENDLY SELF COMPACTING CONCRETE MENGGUNAKAN SERBUK CANGKANG TELUR, SERBUK GRANIT, DAN LIMBAH BETON UNTUK MENGURANGI LIMBAH DI INDONESIA Gunarso; Dian Purnamawanti, Dian Arumningsih; Reki Arbianto
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.3027

Abstract

Perkembangan dunia teknik sipil mengalami kemajuan yang sangat pesat di era society 5.0 dan gencarnya pembangunan infrastruktur di tanah air. Beton SCC merupakan beton yang inovatif yang tidak memerlukan getaran ataupun alat pemadat karna baton SCC dapat memadat sendiri. Banyaknya kebutuhan akan material menyebabkan terjadinya penambangan ilegal yang akan merusak lingkungan. Oleh karena itu, perlu adanya alternatif lain untuk mengurangi eksploitasi alam yang semakin lama akan berdampak buruk bagi lingkungan. Tujuan dari penelitian ini yaitu pemanfaatan serbuk cangkang telur dan serbuk granit digunakan sebagai subtitusi agregat halus, limbah beton digunakan sebagai subtitusi agregat kasar. Material serbuk cangkang telur berasal dari limbah cangkang telur yang telah dihaluskan dan memiliki kandungan kalsium karbonat (CaCO3) tinggi. Dalam proses produksi granit, 30% dari setiap lempengan berubah menjadi lumpur batu. Limbah tersebut sering dimuat ke dalam truk untuk dibawa pergi dan dibuang ke alam. Limbah beton adalah material sisa beton yang sudah tidak terpakai lagi untuk konstruksi.. Hasil pengujian yang dilakukan menunjukan hasil optimum masing-masing inovasi adalah 40% serbuk cangkang telur, 20% serbuk granit dan 20% limbah beton. Okamura dan Ouichi menyatakan bahwa dalam pembuatan beton SCC, agregat halus harus lebih tinggi daripada agregat kasar. Inovasi beton SCC ramah lingkungan menggunakan serbuk cangkang telur, serbuk granit, dan limbah beton mampu menghasilkan kuat tekan >41,4 MPa dan dapat menghemat biaya Rp. 407.739 /m3 dari harga beton SCC tanpa menggunakan inovasi atau setara dengan 25,92 % lebih ekonomis. Kata kunci: Self compacting concrete, beton ramah lingkungan, serbuk cangkang telur, serbuk granit, limbah beton, ekonomis.

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