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Kukuh Kurniawan Dwi Sungkono
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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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INDONESIA
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 54 Documents
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ANALISIS PEMANFAATAN SERBUK BATA RINGAN, ABU AMPAS TEBU DAN FLY ASH TERHADAP KUAT TEKAN BETON RINGAN STRUKTURAL Bani Nur Danang; Dian Arumningsih Diah Purnamawanti; Rasyiid Lathiif Amhudo; Siti Nadia Binti Muhammad Samsuddin
Journal of Civil Engineering and Infrastructure Technology Vol 5 No 1 (2026): 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.v5i1.6314

Abstract

Infrastructure growth is in line with the growth of human resources, the more the population will require more infrastructure facilities. Construction infrastructure in Indonesia is currently starting to focus on development that leads to the use of structures with lightweight materials and has high resistance. This is inseparable from Indonesia's geographical location which is on the Pacific Ring of Fire which makes Indonesia prone to earthquakes. Therefore, it is necessary to conduct research on lightweight concrete that can overcome these potential hazards. This study used lightweight brick powder, bagasse ash and fly ash in replacing concrete materials. The method used is experimental by creating variations of lightweight concrete by adding lightweight brick powder amounting to 70% of the volume of fine aggregate. The results of the optimal content of bagasse ash use are 10% and fly ash 15% of the total cementitious. Testing of lightweight concrete variations was carried out on concrete aged 7, 14, 21 and 28 days. On lightweight concrete aged 28 days, a comparison was made with normal concrete. The results of the test weight of lightweight concrete aged 7, 14, 21 and 28 were 2.89 kg; 2.83 kg; respectively. 2.80 kg and 2.79 kg. The results of the lightweight concrete compressive strength test at the age of 7, 14, 21 and 28 were 16.54 MPa, 22.27 MPa, 25.25 MPa and 26.74 MPa, respectively. The resulting density ratio was 1743 kg/m3 for lightweight concrete and 2283 kg/m3 for normal concrete. The resulting compressive strength comparison from the creation of lightweight concrete at the age of 28 days from 3 test specimen samples was 26.74 MPa, 27.37 MPa and 26.10 MPa, respectively, while in 3 normal concrete samples the values were 24.19 MPa, 24.83 MPa and 26.10 MPa.
ANALISIS STABILITAS LERENG DENGAN PERKUATAN BRONJONG MENGGUNAKAN SOFTWARE SLOPE/W ANALYSIS 2018 (KM 15+700) Fernanda Disi Vera Agistin; Reki Arbianto; Sumina; Paska Wijayanti; Siti Farah Wahida Binti Mohamed
Journal of Civil Engineering and Infrastructure Technology Vol 5 No 1 (2026): 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.v5i1.6325

Abstract

The Grompol River is one of the rivers that crosses the Sragen area. The area around the lower reaches of the Grompol River in Sragen is vulnerable to slope stability problems due to erosion and land subsidence. In overcoming this problem, strengthening gabions is one solution that may be effective. For this reason, it is necessary to analyze slope stability accurately and effectively using software calculations and manual calculations. The software used for the analysis is Slope/W Analysis 2018. The research was carried out by testing low, medium and high tide water levels. The test results with these 12 conditions show the safety of natural slopes given earthquake loads at low water conditions. Safety Factor = 1.511; Medium water conditions Safety Factor = 1.617; High tide conditions Safety Factor = 1.746; Reinforced slopes are subjected to earthquake loads at low water conditions. Safety Factor = 1.910; Medium water conditions Safety Factor = 2.169; High tide conditions Safety Factor = 2.589; Natural slopes are subjected to earthquake loads and evenloads with low tide conditions. Safety Factor= 1.369; Medium water conditions Safety Factor = 1.455; High tide conditions Safety Factor = 1.690; Slopes with reinforcement and even load are given earthquake loads under low water conditions. Safety Factor = 1.653; Medium water conditions Safety Factor = 1.844; High tide conditions Safety Factor = 2.138
ANALISIS PENERAPAN KESELAMATAN DAN KESEHATAN KERJA PADA PROYEK JDU SPAM REGIONAL WOSUSOKAS SEGMEN 3 SUKOHARJO Giovanni Vivaldi Al Fauzan; Gatot Nursetyo; Herman Susila; Ernie Binti Zulkifli; Nur Shuhada Binti Arbaan
Journal of Civil Engineering and Infrastructure Technology Vol 5 No 1 (2026): 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.v5i1.6326

Abstract

Implementation of Occupational Safety and Health (K3) According to the Construction Services Law Number 18 of 1999 that every implementation of construction work must meet the provisions of occupational safety and health. This study aims to determine how much influence the application of OHS has on PT PP - Selaras JO, which is currently under construction in the JDU SPAM Regional WOSUSOKAS Segment 3 Sukoharjo Development Project. This research was conducted by discussing the results of interviews and questionnaires on the contractor team and with the help of SPSS 2024 and Ms Excel. The results of the checklist evaluation of the application of PPE provided by the Company in the Bugel Reservoir Development project with PPE used by workers in the Bugel Reservoir Development project are in accordance but there is still face protection PPE that has not been prepared for concreting and welding work. From the results of research and data processing, it shows that the application of OHS in the JDU SPAM Regional Wosusokas Segment 3 Sukoharjo project is good
PERENCANAAN STRUKTUR GEDUNG RUSUNAWA DI KABUPATEN SUKOHARJO DENGAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS Harris Ian Masdhuki; Kusdiman Joko Priyanto; Teguh Yuono; Kukuh Kurniawan Dwi Sungkono; Chia Soi Lee
Journal of Civil Engineering and Infrastructure Technology Vol 5 No 1 (2026): 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.v5i1.6329

Abstract

The rapid population growth in the city of Sukoharjo and the increasing selling value of land, the construction of flats is the fulfillment of the need for housing. "Structure planning of the Eight-storey Rusunawa Building in Sukoharjo Regency aims to plan a high-rise building, which is strong against working loads. The structures reviewed include the upper structure and lower structure. The building structure uses (SRMPK) and shear walls. Calculation of the structural design of the roof slab support and pitch in the x and y direction Ø10 - 140 mm, reinforcement slab slab Ø12 - 170 mm, sloof 50/25 pedestal 4 D 13 mm, pitch 4 D 13 mm, shear Ø8 - 110 mm, main beam 60/30 bearing 6 D 22 mm, pitch 4 D 22 mm, shear Ø10 - 110 mm, joist 40/25 bearing 3 D 13 mm, pitch 3 D 13 mm, shear Ø10 - 110 mm, column 1 90/ 90 main 18 D 25, shear Ø12 - 200 mm, column 2 80/80 main 14 D 25 mm, shear Ø10 - 200 mm, wall shear 250 mm, borepile 70 cm, depth 20 m, studs 4 pieces, main 11 D 22 , shear Ø12 - 120 mm, pilecap 3.5 m/3.5 m, thickness 800 mm, x and y direction D 22 - 120 mm

Page 6 of 6 | Total Record : 54

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