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Journal of Civil Engineering and Infrastructure Technology Program Studi Teknik Sipil Fakultas Teknik Jl. Walanda Maramis No.31, Nusukan, Kec. Banjarsari, Kota Surakarta, Jawa Tengah 57135
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Journal Of Civil Engineering And Infrastructure Technology
Published by Universitas Tunas Pembangunan Surakarta
ISSN : -     EISSN : 29646251     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Journal Of Civil Engineering And Infrastructure Technology (JCEIT) (e-ISSN: 2964-6251) is a journal of civil engineering provides a forum for publishing research articles or review articles. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik, Universitas Tunas Pembangunan Surakarta started from Volume 1 Number 1 Year 2022 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; This journal has a content in the form of research results and reviews in selected fields of study covering various branches of civil engineering and also contains fields of study relating to civil engineering in a broad sense. This journal is published 2 times a year in June and December.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 48 Documents
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ANALISIS PENGGUNAAN ALAT BERAT PADA PEKERJAAN TANAH PROYEK PEMBANGUNAN HOTEL MOXY SURAKARTA Astungkoro, Wisnu Wregas; Nursetyo, Gatot; Arbianto, Reki; Sungkono, Kukuh Kurniawan Dwi
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4262

Abstract

In construction projects, implementation requires heavy equipment to expedite all stages in process. The use of heavy equipment serves to shorten project implementation time and optimize a job. Therefore, the use of heavy equipment in construction projects is expected to accelerate expected work. The use of heavy equipment in construction projects is expected to facilitate existing work and heavy equipment to be used must be selected in an efficient and economical manner. A heavy equipment combination used in earthworks on the Moxy Hotel development project on Jl. Slamet Riyadi, Keprabon, Banjarsari District, Surakarta City is a Kobelco CAT 320D excavator, a Canter 120 Ps dump truck and a Jove JVR 180 D bore machine. The methods used in this research are survey methods and analytical methods. The survey method is used to determine number of heavy equipment in field, heavy equipment type while analytical method is used to determine time heavy equipment is used in the Moxy Hotel Development Project in Surakarta. After an analysis of variations in the duration of heavy equipment that is appropriate and can be used optimally is an alternative because it is more effective and efficient than the calculation of composition analysis and in the field, the time required is also more optimum. With an alternative composition of heavy equipment, namely 1 unit of excavator and 4 units of dump trucks for earthworks, and for foundation drilling work, 2 units of bore machines are needed.
PERENCANAAN PERKERASAN KAKU (RIGID PAVEMENT) RUAS JALAN KARANGASEM, KECAMATAN TANON KM 5+100 – 8+100 DENGAN METODE PD T–14–2003 Susila, Abi Baskoro Hemawan; Yuono, Teguh; Sumina, Sumina
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4263

Abstract

Tanon District is about 14 Km from the district capital Sragen. The beauty of the Tanon sub-district can be seen from the environment that is still maintained and beautiful, plus the friendliness and wisdom of the local residents. This road is a connecting road between Purwodadi-Gemolong-Tanon-Sidoharjo-Sragen. This road section is an effective route used by heavy vehicles and commercial vehicles from the Sragen area to the Gemolong area because it can shorten the travel time. Therefore on this road section it is necessary to carry out road repairs so that traffic can run well and smoothly. The analysis is carried out in several steps. The first step is to collect CBR (California Bearing Ratio) and LHR (Average Daily Traffic) data. The second step is to calculate the rigid pavement design. After that, the calculation of the thickness of the concrete slab is analyzed using the SNI Pd T-14-2003 method. The results of the calculation analysis for Rigid Pavement Planning for Karangasem Road Section, Tanon District KM 5 + 100 – 8 + 100 Using the PD T – 14 – 2003 method, the calculation results for the subgrade CBR value = 4.5%. The results of the pavement thickness calculation obtained 10 cm thick foundation and 16 cm thick concrete slab. And the calculation of the reinforcement we get longitudinal reinforcement ø9 – 250 mm, transverse reinforcement ø8 – 350 mm, dowel bar spokes ø28 – 450mm, spacing 300mm, length mm, tie bars ø13 – 650 mm, spacing 700 mm
PENGARUH VARIASI KONSENTRASI BAHAN TAMBAH FLY ASH DAN TERAK BAJA DITINJAU DARI KUAT TEKAN BETON Fitriadewi, Tina; Priyanto, Kusdiman Joko; Gunarso, Gunarso
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4291

Abstract

Concrete as the basic material of the structure in the construction of buildings is composed of hardening a certain mixture of water, cement, and aggregate. Concrete material is familiar in the field of Civil Engineering, because almost every building uses concrete as the main structure and complement, be it bridges, water buildings, or buildings. Because concrete is a composite material, the quality of concrete depends on each of the forming materials (Tjokrodimuljo. K,1996). This study used fly ash and steel slag added materials. In this study using an experimental method that aims to determine the effect of adding fly ash and steel slag levels with a percentage of fly ash 10% and steel slag 20%, fly ash 20% and steel slag 10% from the use of cement and fine aggregates and using conventional concrete as a comparison , and the cement water factor is determined to be the same in all variations, which is 0.45. Until thel used is cylindrical (d = 15cm; h = 30cm), the quality of concrete is planned to be 20 MPa. The number of samples is 18 pieces, each variation consists of 6 pieces tol, 3 samples for concrete compressive strength aged 7 days and 3 samples for concrete compressive strength aged 28 days. In the slump test, there was a reduction in the slump value, which was 12 cm for conventional concrete, 11 cm for variation I concrete mixture and 8 cm for variation 2 concrete mixture. The results of the compressive strength test showed an increase in maximum compressive strength at the age of 7 & 28 days with a percentage of fly ash 20% and steel slag 10% which was 19.91 MPa & 29.82 MPa and the lowest compressive strength occurred in conventional concrete, which was 16.32 MPa at the age of 7 days and 25.19 Mpa at the age of 28 days. With a percentage increase of 15.5% from conventional concrete
EVALUASI KINERJA STRUKTUR GEDUNG RUMAH SAKIT 7 LANTAI 1 BASEMENT DI SEMARANG DENGAN ANALISIS DINAMIK LINEAR RESPONS RAGAM DAN RIWAYAT WAKTU MENGGUNAKAN ACUAN SNI 1726:2019 Handayani, Nur Khotimah; Abadi, Bestari Mukti; Pamungkas, Nova Dwi
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4347

Abstract

Structural planning in buildings must be carried out correctly to avoid structural failure. Hospital Building 7 Floor 1 Basement is a building which is a public health facility and is a building in Risk Category IV. This building was planned using the old earthquake regulations, namely SNI 1726:2012, so it needs to be evaluated using the latest earthquake regulation standards, namely SNI 1726:2019. This evaluation is carried out to ensure that the structure still meets the standards of the new regulations. The analysis procedure used is linear dynamic analysis of variance response and time history using 4 earthquake records, namely the Duzce, Iwate, Whittier and Chichi earthquakes. Structural analysis was calculated using ETABS V.21 software in a 3-dimensional model. The results of the analysis carried out are base shear and displacement values. Based on the research that has been carried out, it is concluded that the structure has torsional irregularities, internal corner irregularities, irregularities due to shifts perpendicular to the plane, heavy irregularities, and excessively weak story irregularities due to discontinuities in the lateral strength of the story. In addition, it was concluded that in the response analysis procedure the various deviation values did not meet the deviation between permit levels for structures with risk category IV starting on the 2rd floor. Meanwhile, the deviation values between levels produced in the time history dynamic analysis procedure met all floors. The difference in deviation results between the variance response and time history analysis procedures is due to the time history analysis using deviation values based on the combined displacement response which takes into account unexpected torque.
EVALUASI EFISIENSI REHABILITASI SALURAN IRIGASI PADA DAERAH IRIGASI BATANGHARI UTARA KABUPATEN LAMPUNG TIMUR Mardika, M. Gilang Indra; Fitriana, Indri Rahmandhani; Priyono, Alfito
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4374

Abstract

Rehabilitasi saluran primer sepanjang 20 km pada tahun 2023 di Daerah Irigasi Batanghari Utara, Lampung Timur dilakukan untuk mengatasi permasalahan distribusi air yang tidak optimal. Debit air irigasi tidak mampu untuk mencapai saluran sekunder hilir mengakibatkan kekurangan air pada lahan pertanian bagian tersebut. Hal ini akibat kebocoran saluran yang selanjutnya mengganggu distribusi debit air irigasi. Penelitian ini bertujuan untuk mengetahui efektifitas rehabilitasi saluran dalam menyelesaikan permasalahan distribusi debit air irigasi. Penelitian ini dilakukan dengan menganalisis neraca air untuk mengetahui kondisi kesetimbangan ketersediaan air dan kebutuhan air irigasi dan pemodelan hidraulika dengan menggunakan HEC-RAS untuk memodelkan distribusi air dengan dimensi saluran pasca rehabilitasi. Analisis debit kebutuhan didasarkan pada pola tanam eksisting padi-padi-palawija dan masa tanam 120 hari. Skenario pemodelan hidraulika yaitu pada saat neraca air surplus, neraca air defisit dan neraca air ekstrim. Hasil penelitian didapatkan bahwa neraca air surplus sebesar 8.707 m3/s pada bulan februari pola tanam padi distribusi air mencapai saluran sekunder hilir G12, neraca air defisit sebesar -8.141 m3/s pada bulan mei pola tanam padi distribusi air mencapai saluran sekunder G4 dan neraca air ekstrim sebesar -5.264 m3/s pada bulan november pola tanam palawija distribusi air mencapai saluran sekunder G1. Berdasarkan analisis neraca air dan pemodelan menunjukkan bahwa permasalahan utama tidak meratanya distribusi air karena debit ketersediaan tidak mencukupi debit kebutuhan pasca rehabilitasi saluran primer.
ANALISIS MODEL TARIKAN PERGERAKAN DI PASAR DEPOK JAYA Fricilia, Maya; Wiyono, Eko; Fadhilah, Khoirunnisa Fitria; Abiyyu, Muhammad
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4426

Abstract

The Depok Jaya Market, located in the city of Depok, has a relatively high level of activity. The travel attraction in Depok Jaya Market in this study was conducted through a survey method using questionnaires to determine socio-economic characteristics. From the research results, there is a high level of activity in Depok Jaya Market, a shopping center with a building area of ± 2,332 m2, capable of attracting 700 visitors per day. The obtained data were processed using SPSS software by conducting correlation tests, and then regression analysis was performed to obtain equation models. From the regression analysis results, a multiple regression model was found consisting of Y1 = 16.667 + 0.006 (X5) with a coefficient of determination (R2) = 0.758, Y2 = 10,000 + 0.003 (X5) with a coefficient of determination (R2) = 0.273. This model explains that the independent variable influencing the magnitude of vehicle travel attraction is the parking area (X5). Then, from the primary data, a multiple regression model was obtained consisting of: Y1 = 0.437 + 0.244 (X5) + 0.155 (X6) + 0.531 (X11), which means Cleanliness (X5), Price (X6), and Length of Visit (X11) collectively influence 40.9% on Last Visit; Y3 = 0.437 + 0.244 (X5) + 0.155 (X6) + 0.531 (X11), which means Cleanliness (X5), Price (X6), and Length of Visit (X11) collectively influence 40.9% on Visit Intensity (Y2); Y4 = 1.225 + 0.581 (X11), meaning that the last visit influences 33% on the data for the length of visit.
EVALUASI SALURAN DRAINASE DAN PENANGANAN GENANGAN AIR DI JALAN PENGGING-BANYUDONO KABUPATEN BOYOLALI Putra, Gian Rahmanda; Wijayanti, Paska; Sumina, Sumina
Journal of Civil Engineering and Infrastructure Technology Vol 4 No 1 (2025): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v4i1.4993

Abstract

A drainage system is a series of activities designed to drain water from an area or area, including surface water and ground water. Drainage systems are also an important part of urban areas. A well-organized urban area must have a drainage system that functions well, so that it does not cause standing water which can disrupt community activities, especially those related to environmental health. On the Pengging-Banyudono road, Ngaru-ngaru Village, Banyudono District, Boyolali Regency, which is a residential area and sales kiosk, there are still several problems with the drainage system which is not functioning properly and must be addressed immediately. If the rainfall is high enough, it will cause water to pool on the body and shoulders of the road, which can cause water channels to become blocked and disrupt residents' activities. So it is necessary to evaluate drainage channels and handle waterlogging on Jalan Pengging-Banyudono, Boyolali Regency. This research aims to determine the existing drainage system and evaluate the capacity of the drainage channel. From monitoring, there is sedimentation, sedimentation and changes in the cross-sectional dimensions of the channel which trigger blockage of water flow. Meanwhile, the analysis results show that the channel capacity is unable to accommodate the existing flood discharge. In the existing channel, the channel discharge (Qs) is 0.0081m3/second, smaller than the 25 year flood discharge (0.2783 m3/second). This means that the existing channel capacity is not able to accommodate flood discharge. The results of calculating the dimensions of the new channel, obtained the most economical channel dimensions with a channel width of 1.2 m and a channel height of 1.2 m.
ANALISIS KUAT TEKAN REACTIVE POWDER CONCRETE DENGAN VARIASI SILICA FUME DAN LIMBAH SERBUK MARMER PADA PERAWATAN STEAM CURING Arumningsih , Dian; Sumina, Sumina; Priyanto, Kusdiman Joko; Putri, Dinda Ajeng Anindita
Journal of Civil Engineering and Infrastructure Technology Vol 4 No 1 (2025): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v4i1.4994

Abstract

In the current era of globalization, the need for concrete is increasing, triggering challenges to create good quality concrete. High- quality concrete innovation is developed through the improvement of concrete constituent materials and the addition of added materials. In this study, pozzolan material was used, namely silica fume and marble powder as filler. This concrete is Reactive Powder Concrete, where the constituent material of concrete is nanometer in size and removes coarse aggregate. The method used is experimental. The test specimen used is cylindrical concrete measuring 10 cm x 20 cm. This study aims to determine the optimum level of use of silica fume and marble powder with a variation in 0% levels; 5%; 10%; 15%; 20%; 25%; 30%; 35%; 40%; 45%; and 50%. The results of the study showed the optimum content of silica fume 15% of the total cementitious, and the optimum content of marble powder 30% of the total fine aggregate which obtained compressive strength of 12.74 MPa and 12.10 MPa at the age of 7 days. Then 16 pieces of RPC concrete were made with a test life of 7, 14, 21, and 28 days. Test specimens are given two treatment methods, namely steam curing and immersion. Of the two treatments applied, steam curing produces high initial compressive strength, with a maximum compressive strength of 66.24 MPa at 7 days old. While immersion treatment can produce high final compressive strength in RPC concrete which produces the highest compressive strength of 103.82 MPa at 28 days old.
ANALISIS STABILITAS DINDING PENAHAN TANAH PADA LERENG SPILLWAY BENDUNGAN JLANTAH MENGGUNAKAN SOFTWERE PLAXIS Abianto, Reki; Purnomoasri, RA Dinasty; Wibisono, Nur Muarif
Journal of Civil Engineering and Infrastructure Technology Vol 4 No 1 (2025): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v4i1.4999

Abstract

The Jlantah Dam is located in Jatiyoso District, Karanganyar Regency, Central Java. This dam construction has a total storage capacity of 10.97 million cubic meters, with a height of 70 meters from the riverbed, a length of 404 meters, a width of 12 meters, and a crest elevation of +690 meters. The purpose of this study is to examine the slope stability before reinforcing with retaining walls, the slope stability after reinforcement, and the sliding stability, overturning stability, and bearing capacity of the retaining walls. According to SNI 8640:2017, geotechnical design requirements define the slope safety factor. If the safety factor (SF) is more than 1.5, the slope is considered safe, whereas if the safety factor (SF) is less than 1.5, the slope is considered unsafe. The results of the slope stability analysis using PLAXIS 2D V20 software without retaining wall reinforcement show an SF = 1.253. The slope with reinforcement achieved an SF = 1.640. Using Geo5 2020 software with the Bishop method, the SF is 1.70, and with the Fellenius method, the SF is 3.36. For the retaining wall stability using the manual method, the sliding stability SF = 3.90, the overturning stability FS = 7.05, and the bearing capacity of the retaining wall FS = 12.25. Meanwhile, using Geo5 software, the sliding stability FS = 2.51, the overturning stability FS = 1.81, and the bearing capacity of the retaining wall FS = 3.36.
ANALISIS BIAYA DAN WAKTU PEKERJAAN PELAT LANTAI BETON KONVENSIONAL DAN FIBER BOARD PADA BANGUNAN BAJA Susila, Herman; Sungkono, Kukuh Kurniawan Dwi
Journal of Civil Engineering and Infrastructure Technology Vol 4 No 1 (2025): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v4i1.5014

Abstract

The development of construction technology continues to experience very rapid progress. This is indicated by the many types of modern materials and equipment in the construction sector. Building construction projects have various problems in the planning and implementation stages. Construction costs are the main factor in the planning and implementation stages, while in the implementation of construction work, time and cost are the main factors. The success and failure of a construction job are greatly influenced by cost and time. This study will conduct a cost and time analysis study of conventional floor slabs and Kalsi Floor 20 on steel structure buildings. The stages of the study are: The first stage: conducting an analysis of the modeling of a 3-story building structure using conventional concrete slabs and Kalsi Floor slabs. The analysis is carried out with steel structure building planning standards. The second stage: conducting cost estimates and scheduling of a 3-story building with conventional concrete slabs and Kalsi Floor slabs. The third stage: conducting an analysis of the costs and schedules of conventional concrete slab buildings and Kalsi Floor slabs. The results of this study are that steel structure work using Kalsi Floor 20 floor slabs is more economical by Rp. Rp. 212,722,091.86. The implementation time for steel structure work using Kalsi Floor floor slabs is 27 days faster

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