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All Journal Teknik Sipil dan Arsitektur JUTEKS - Jurnal Teknik Sipil Jurnal Teknik Sipil dan Arsitektur jurnal syntax admiration Journal of Civil Engineering and Planning (JCEP) GANESHA: Jurnal Pengabdian Masyarakat Jurnal Teknik dan Science (JTS) International Journal of Sustainable Building, Infrastructure and Environment Journal Of Civil Engineering And Infrastructure Technology
Kukuh Kurniawan Dwi Sungkono
Universitas Tunas Pembangunan Surakarta (UTP)
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Social Sciences Transportation

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Journal : journal of civil engineering and infrastructure technology

 1 
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.
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
ANALISIS SIFAT FISIS DAN MEKANIK PADA BETON DENGAN BAHAN TAMBAH ADMIXTURE FOSROC SP310 Aryanto, Dimas Agus; Priyanto, Kusdiman Joko; Sungkono, Kukuh Kurniawan Dwi
Journal of Civil Engineering and Infrastructure Technology Vol 4 No 2 (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.v4i2.5866

Abstract

Concrete is a primary construction material widely used across the world. It is a composite material composed of sand, gravel (coarse aggregate), Portland cement, and water. To improve its quality and accelerate the hardening process, additives are often incorporated. One such additive is Fosroc SP310, a type of superplasticizer. This admixture enhances concrete performance and reduces the risk of structural damage due to corrosion. This study investigates the effect of various dosages of Fosroc SP310—0.5%, 1%, 1.2%, and 1.5% by weight of cement. A total of 60 cylindrical specimens measuring 10 cm × 20 cm were prepared for compressive strength testing at curing ages of 3, 7, 14, and 28 days. The results show that normal concrete exhibited a compressive strength ranging from 24.60 MPa (14 days) to 48.44 MPa (3 days). With 0.5% admixture, strength ranged from 25.46 MPa (7 days) to 47.05 MPa (3 days). At 1%, values ranged from 23.15 MPa to 48.44 MPa. The 1.2% dosage yielded the highest strength: 54.26 MPa (14 days) and 41.80 MPa (28 days), compared to 29.71 MPa for normal concrete at 28 days. It can be concluded that the 1.2% dosage is most effective in enhancing compressive strength
Co-Authors A. Bamban Yuuwono Aryanto, Dimas Agus Astungkoro, Wisnu Wregas Atika Candra Yulia Daffa , Zaidan Alam I Erni Mulyandari Ervan , Wibowo Rachmad P Febrione Putri Rakhmanty Gatot Nursetyo Gien Fridel C P, Dendi GUNARSO GUNARSO GUNARSO GUNARSO Hamdany, Syarif Herman Susila Izzudin, Daffa Zaidan Alam Khoirudin, Wahyu Krisdianti, Ega Ayu Kusdiman Joko Priyanto Laksono Trisnantoro Muhammad Fitra Zidane Muhammad Taufik Kristianto Oktava, Rendi Ari Pande, Made Eka Prayuda Paska Wijayanti Prasetyo, Erwin Aji Pratama, Chandra RA Dinasty Purnomoasri RA Dinasty Purnomoasri Rasyiid Latiif Amhudo Refki Khoirul Safitri Reki Arbianto Reki Arbianto Ronald Sukwadi Sumina Sumina Suryo Handoyo Teguh Yuono Teguh Yuono Tiara Cika Kusuma Tri Hartanto Utomo, Dhody Budi Wahyu Prabowo Widyanto, Muh Aqill Fadia