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All Journal Teknik Sipil dan Arsitektur JUTEKS - Jurnal Teknik Sipil Jurnal Teknik Sipil dan Arsitektur jurnal syntax admiration GANESHA: Jurnal Pengabdian Masyarakat 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 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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ANALISIS GEOTEKNIK DAN KESTABILAN LERENG TOWER SUTT PT. PLN (Studi kasus: TW. 203 Pembangunan T/L 150 KV GI KAMBANG – GI TAPAN): ANALISIS GEOTEKNIK DAN KESTABILAN LERENG TOWER SUTT PT. PLN (Studi kasus: TW. 203 Pembangunan T/L 150 KV GI KAMBANG – GI TAPAN) Kukuh Kurniawan Dwi Sungkono; Arbianto, Reki; Pande, Made Eka Prayuda; Gunarso, Gunarso
Jurnal Teknik Sipil dan Arsitektur Vol. 29 No. 2 (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.v29i2.3847

Abstract

Slope instability is caused by several lithological and structural factors, slope geometry, relative relief, ground water, as well as changes in use and land cover. Mountainous areas, development and expansion of infrastructure networks can inadvertently cause natural slope shifts, thereby negatively impacting the stability of the excavated slope. Analysis of the geotechnical properties of soil and rock is important for understanding and predicting the possibility of landslides at certain locations. Geotechnical analysis is needed to carry out slope stability analysis which is carried out using GEO5 software. Construction of T/L 150 KV GI Kambang – GI Tapan, Tower TW. 203 with a tower structure at the top of the slope. Based on these conditions, a comprehensive study is needed to analyze the stability of natural slopes due to tower loads. Soil Type, Parameters c' and ?' (Drained), Parameters Cu and ? (Undrained) and soil properties index are based on CPT test results. The Bishop, Spencer, Janbu and Morgenstern-Price methods on natural slopes, tower loads, Natural with Tower+Pile Loads, Natural Slopes with Tower+Pile Loads, Earthquake Loads produce a safe condition against failure in Short-Term (Construction) and Long-Term conditions. Term (Operational). Analysis of the Fellenius method on natural slopes and tower loads in Short-Term (Construction) and Long-Term (Operational) conditions shows unsafe conditions. The safety factors resulting from the Bishop, Spencer, Janbu and Morgenstern-Price methods do not show significant differences in values.
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 DAYA DUKUNG TIANG PANCANG STEEL PIPE PILE BERDASARKAN DATA KALENDERING DAN PDA TEST (Studi Kasus: Project Strengthening Jetty 1 & Jetty 2 PLH Existing, Desa Paring Lahung, Kec. Montallat, Kab. Barito Utara, Kalimantan Tengah) Kukuh Kurniawan Dwi Sungkono; Arbianto, Reki; Wijayanti, Paska; Prasetyo, Erwin Aji; Kurniawan, Rizal
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 1 (2025): 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.v30i1.4606

Abstract

In the field of construction, particularly in geotechnical engineering, uncertainties in foundation design approaches are frequently encountered. Geotechnical uncertainties, especially in foundation design, pose complex challenges due to the heterogeneous nature of soil and data limitations. Dynamic load testing on pile foundations is an alternative method to static load testing in geotechnical engineering for evaluating pile capacity and behavior. The results of this analysis will be compared to the design capacity of pile foundations in the breasting dolphin structure. This study on a breasting dolphin structure utilizing Steel Pipe Pile (SPP) foundations with a diameter 610 mm. PDA tests were conducted on piles at points G6-23, G7-33, G7-38, and G8-46. The study begins with a literature review to comprehend methods and theories related to pile capacity analysis based on calendaring and PDA testing. Calendaring data were analyzed using empirical methods such as the Hiley Formula to estimate the dynamic bearing capacity of each pile. The pile capacity calculated using the Hiley Formula is generally higher than the results obtained from the Case Method and CAPWAP Analysis. The relationship between pile capacity based on the Hiley Formula (calendaring) and the Case Method (PDA test) yielded a linear regression equation of y = 1.0785x - 983.07 with R² = 0.2385, indicating a weak correlation. Meanwhile, the relationship between pile capacity from the Hiley Formula (calendaring) and CAPWAP Analysis (PDA test) resulted in a linear regression equation of y = -0.006x + 2909.8 with R² = 1×10?¹, indicating almost no linear correlation between the two.
ANALISIS DAYA DUKUNG TIANG PANCANG STEEL PIPE PILE BERDASARKAN DATA KALENDERING DAN PDA TEST (Studi Kasus: Project Strengthening Jetty 1 & Jetty 2 PLH Existing, Desa Paring Lahung, Kec. Montallat, Kab. Barito Utara, Kalimantan Tengah) Kukuh Kurniawan Dwi Sungkono; Arbianto, Reki; Wijayanti, Paska; Prasetyo, Erwin Aji; Kurniawan, Rizal
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): 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.v30i1.4606

Abstract

In the field of construction, particularly in geotechnical engineering, uncertainties in foundation design approaches are frequently encountered. Geotechnical uncertainties, especially in foundation design, pose complex challenges due to the heterogeneous nature of soil and data limitations. Dynamic load testing on pile foundations is an alternative method to static load testing in geotechnical engineering for evaluating pile capacity and behavior. The results of this analysis will be compared to the design capacity of pile foundations in the breasting dolphin structure. This study on a breasting dolphin structure utilizing Steel Pipe Pile (SPP) foundations with a diameter 610 mm. PDA tests were conducted on piles at points G6-23, G7-33, G7-38, and G8-46. The study begins with a literature review to comprehend methods and theories related to pile capacity analysis based on calendaring and PDA testing. Calendaring data were analyzed using empirical methods such as the Hiley Formula to estimate the dynamic bearing capacity of each pile. The pile capacity calculated using the Hiley Formula is generally higher than the results obtained from the Case Method and CAPWAP Analysis. The relationship between pile capacity based on the Hiley Formula (calendaring) and the Case Method (PDA test) yielded a linear regression equation of y = 1.0785x - 983.07 with R² = 0.2385, indicating a weak correlation. Meanwhile, the relationship between pile capacity from the Hiley Formula (calendaring) and CAPWAP Analysis (PDA test) resulted in a linear regression equation of y = -0.006x + 2909.8 with R² = 1×10?¹, indicating almost no linear correlation between the two.
ASESMEN BANGUNAN GEDUNG PERKULIAHAN 3 LANTAI KAMPUS 2 UTP SURAKARTA Reki Arbianto; Suryo Handoyo; Kukuh Kurniawan Dwi Sungkono; Teguh Yuono; Erni Mulyandari; Paska Wijayanti; Atika Candra Yulia; Tri Hartanto; Tiara Cika Kusuma; Muhammad Taufik Kristianto
GANESHA: Jurnal Pengabdian Masyarakat Vol. 5 No. 1 (2025): Januari 2025
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat Universitas Tunas Pembangunan Surakarta (UTP)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/ganesha.v5i1.4528

Abstract

Bangunan gedung lantai 3 UTP Surakarta Kampus II dibangun sekitar tahun 1990an dengan material beton bertulang. Bangunan gedung bertingkat ini berlokasi di jalan Walanda Maramis No.31, Nusukan, Kec. Banjarsari, Kota Surakarta. Gedung ini berfungsi sebagai tempat perkuliahan pada lantai 1 dan 2, serta ruang olahraga pada lantai 3. Dalam proses perencanaan bangunan gedung, perhitungan struktur menjadi salah satu elemen kunci yang tak dapat diabaikan. Dokumen perhitungan struktur merupakan rangkaian detail yang menjelaskan analisis dan perhitungan teknis terhadap kekuatan dan stabilitas suatu struktur bangunan. Dokumen teknis bangunan gedung lantai 3 UTP Surakarta perlu dibuat dalam upaya untuk menganalisis kekuatan struktur terhadap resiko bencana kegempaan saat ini. Asesmen bangunan gedung perlu dilakukan untuk menjadi pedoman dalam perencanaan dan perubahan fungsi bangunan yang mungkin dilakukan kedepannya. Berdasarkan permasalahan diatas, maka diusulkan kegiatan Pengabdian kepada Masyarakat dengan tema “Asesmen Mutu Beton Dan Tulangan Bangunan Gedung Perkuliahan 3 Lantai Kampus 2 UTP Surakarta”. Tahapan dan teknis pelaksanaan pengabdian msyarakat ini difokuskan pada kegiatan survey dan pengujian lapangan. Kegiatan survey dan pegujian lapangan sendiri terdiri dari beberapa tahap mulai dari persiapan, survey denah dan pelaksanaan pengujian lapangan. Hasil survei pada elemen stuktur beton bertulang menunjukkan kondisi yang masih baik dan tidak terjadi retak struktural. Hasil survei pada struktur atap baja, menunjukkan karat pada profile sturktur. Tetapi kondisi karat tidak mendegradasi penampang elemen yang dapat mengurangi kekuatan. Hasil destructive test yang dilakukan menunjukkan kuat tekan beton minimal sebesar 11.70 MPa dan terbesar 22.50 MPa.
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
Implementation of Building Information Modelling (BIM 3D) on the Steel Building project: Case study of the 3-storey building GKJ MARGOYUDAN Sungkono, Kukuh Kurniawan Dwi; Sukwadi, Ronald
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 3, No 2 (2022)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v3i2.13518

Abstract

Building Information Modelling (BIM) is a technological revolution developed in the construction industry. The implementation of BIM using Tekla Structure software helps overcome problems in the 3-story steel building construction project. Integration of the structural analysis software and Tekla Structure BIM, making the design phase efficient. Detailed drawings generated at the design stage using analysis software and BIM, lead to efficient construction exploration and evaluation. Tekla Structure produces detailed drawings and a list of required materials, which can help contractors in project management. Simultaneous management of activities between site and workshop, providing the advantage of project completion on schedule. Procurement of materials and errors during construction can be minimized, thereby optimizing project costs.
KINERJA AKUSTIK DAN TERMAL DINDING BATA GEOPOLYMER CELLULAR LIGHTWEIGHT CONCRETE (GCLC): KINERJA AKUSTIK DAN TERMAL DINDING BATA GEOPOLYMER CELLULAR LIGHTWEIGHT CONCRETE (GCLC) Yuuwono, Abito Bamban; Rakhmanty, Febrione Putri; Kukuh Kurniawan Dwi Sungkono
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): 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.v30i2.4799

Abstract

The rapid growth of the construction industry in Indonesia has led to a surge in cement production, a process that is energy-intensive and releases significant amounts of CO2. To mitigate the environmental impact of cement, geopolymer materials have emerged as a sustainable alternative. Given their role as spatial dividers, walls play a crucial role in a building's thermal and acoustic performance. Effective thermal performance can reduce the energy consumption required for air conditioning, while good acoustic performance enhances occupant comfort. This study compared the thermal and acoustic performance of lightweight concrete bricks (using cement as the primary material) with geopolymer bricks (utilizing fly ash). Two simulated rooms with distinct wall materials were constructed, and their temperature and acoustic properties were simultaneously measured. The thermal testing revealed that geopolymer bricks exhibited superior acoustic performance compared to lightweight bricks. Acoustic testing indicated that both brick types performed well acoustically. However, the acoustic performance of lightweight bricks peaked in hot weather, while geopolymer bricks demonstrated better acoustic performance at lower temperatures.
KARAKTERISASI KUAT TEKAN BETON AGREGAT LOKAL DENGAN VARIASI SUPERPLASTICIZER PADA UMUR AWAL: KARAKTERISASI KUAT TEKAN BETON AGREGAT LOKAL DENGAN VARIASI SUPERPLASTICIZER PADA UMUR AWAL Kukuh Kurniawan Dwi Sungkono; Wijayanti, Paska; Prasetyo, Erwin aji; Kurniawan, Rizal; Khoirudin, Wahyu; Izzudin, Daffa Zaidan Alam
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): 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.v30i2.5191

Abstract

This study aims to characterize the effect of superplasticizer addition on local aggregate concrete workability and early-age compressive strength. The methodology involved the use of Portland Composite Cement, local fine and coarse aggregates, and Fosroc Auracast SP310 superplasticizer at dosages of 1%, 1.6%, and 2%. Four concrete mix designs were prepared: normal concrete (BN) and concrete with superplasticizer additions (BN-1%, BN-1.6%, BN-2%). Slump and compressive strength tests were conducted according to Indonesian standards to assess workability and strength at 7 and 14 days. Results indicate that superplasticizer addition significantly improves concrete workability with slump values ranging from 560 to 630 mm compared to 115 mm for the control. Compressive strength also increased markedly, with BN-2% showing the highest strength at 38.56 MPa at 7 days and 51.94 MPa at 14 days. The study concludes that superplasticizer effectively enhances both workability and compressive strength without increasing water demand, resulting in denser and stronger concrete at early curing ages.
PERANCANGAN DESAIN PUBLIC SPACE DESA PERENG KABUPATEN KARANGANYAR Kukuh Kurniawan Dwi Sungkono; Prabowo, Wahyu; Handoyo, Suryo; Mulyandari, Erni; Wijayanti, Paska; Sumina, Sumina; Gien Fridel C P, Dendi; Oktava, Rendi Ari; Hamdany, Syarif; Ervan , Wibowo Rachmad P; Widyanto, Muh Aqill Fadia; Pratama, Chandra; Daffa , Zaidan Alam I
GANESHA: Jurnal Pengabdian Masyarakat Vol 5 No 2 (2025): Juli 2025
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat Universitas Tunas Pembangunan Surakarta (UTP)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/ganesha.v5i2.5167

Abstract

Perancangan desain ruang publik di Desa Pereng, Kabupaten Karanganyar, dilakukan sebagai respons terhadap kebutuhan masyarakat akan ruang terbuka yang multifungsi, nyaman, dan aman. Pemilihan topik ini penting mengingat minimnya fasilitas publik yang mampu mendukung interaksi sosial, rekreasi, serta pengembangan ekonomi lokal. Metode pengabdian masyarakat yang digunakan adalah perancangan arsitektural yang melibatkan survei kebutuhan masyarakat, analisis lokasi, dan penyusunan konsep desain yang inklusif serta berkelanjutan. Hasil pengabdian menunjukkan terciptanya ruang publik yang mengintegrasikan fasilitas olahraga, taman bermain anak, serta kios UMKM yang dapat meningkatkan kualitas hidup dan daya tarik ekonomi desa. Ruang publik ini diharapkan menjadi pusat aktivitas sosial dan ekonomi yang berkontribusi pada pemberdayaan masyarakat. Kesimpulannya, perancangan ini memberikan solusi konkret dalam pemanfaatan ruang terbuka yang adaptif terhadap kebutuhan masyarakat Desa Pereng, sekaligus menjadi model pengembangan public space yang dapat direplikasi pada wilayah lain.
Co-Authors A. Bamban Yuuwono 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 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 Reki Arbianto Reki Arbianto Rizal Kurniawan Ronald Sukwadi Sumina Sumina Suryo Handoyo Teguh Yuono Tiara Cika Kusuma Tri Hartanto Wahyu Prabowo Widyanto, Muh Aqill Fadia