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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 8 Documents
 1 
Search results for , issue "Vol 3 No 2 (2024): JCEIT" : 8 Documents clear
Studi Evaluasi Saluran Drainase Studi Evaluasi Saluran Drainase Sebagai Upaya Penanggulangan Banjir Di Dusun Badran Asri Kabupaten Karanganyar: Saluran Drainase, Banjir, Genangan, Alternatif Husaini, Fahri; Wijayanti, Paska; Purnomoasri, RA Dinasty
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.v3i2.3916

Abstract

Badran Asri Hamlet in Cangakan Village, Karanganyar District, often experiences flooding and inundation, this is due to the drainage channels being classified as poor and starting to experience a decline in the quality of the drainage channels so that they are unable to accommodate runoff water. The aim of this research is to evaluate flood management efforts and the problems that exist in the area. The method used in this research is quantitative descriptive, namely by first conducting a survey at the research location and then analyzing the data obtained. After evaluating the 10-year flood discharge of 25 channels in Badran Asri Hamlet, Cangakan Subdistrict, there were 13 channels that did not meet domestic flood discharge capacity and 12 channels that still met domestic flood discharge capacity. As an alternative, improvements need to be made by re-planning by increasing the capacity of the drainage channel in the form of a new channel as a flood management solution so that a channel discharge is obtained that is able to meet the domestic flood discharge capacity.
ANALISIS PENGARUH PENAMBAHAN KALSIUM KARBONAT (CACO3) DAN CANGKANG KERANG TERHADA KUAT TEKAN PADA LOW CEMENT CONCRETE (LCC) Putri, Cindryasih Rahma; D.P., Dian Arumningsih; Susila, Herman
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.v3i2.4035

Abstract

Indonesia adalah negara yang berkomitmen terhadap pemerataan pembangunan di seluruh wilayah, termasuk daerah tertinggal. Pengaruh pembangunan berkelanjutan telah mendorong penggunaan semen dan penggunaannya semakin meningkat setiap tahunnya. Hal ini dapat merusak lingkungan, karena untuk setiap juta ton semen yang diproduksi, satu juta ton gas CO? dihasilkan dan dilepaskan ke atmosfer.mempertimbangkan bahwa 8-10% dari total emisi CO? di seluruh dunia berasal dari produksi semen. Studi ini memecahkan masalah ini dengan menggunakan beton rendah semen yang ramah lingkungan dan ekonomis dengan menggunakan kalsium karbonat dan bubuk kerang yang inovatif. Kalsium karbonat (CaCO?) merupakan bahan baku semen Portland dan tidak melalui proses pembakaran sehingga dapat digunakan sebagai alternatif beton ramah lingkungan. Cangkang kerang banyak mengandung kalsium (CaO) dan bersifat basa. Selain itu, ia juga mengandung silika dan aluminium oksida, sehingga berpotensi menjadi pengganti material semen. Pada tahap ini dilakukan tahap mixed design berdasarkan SNI 7656-2012. Pengujian yang dilakukan menunjukkan hasil optimal pada masing-masing inovasi yaitu pemberian 15% kalsium karbonat dan 20% kerang, sehingga menghasilkan kuat tekan rata-rata beton umur 28 hari sebesar 27 MPa, 34 MPa, 37 MPa, dan 38 MPa. Dapat disimpulkan bahwa LCC kalsium karbonat dan cangkang mempunyai kuat tekan paling tinggi, lebih tinggi 7,4 % dan mampu bersaing dengan beton normal
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.

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