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All Journal Bumi Lestari MEDIA KOMUNIKASI TEKNIK SIPIL Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) U Karst Syntax Literate: Jurnal Ilmiah Indonesia Civil and Environmental Science Journal (CIVENSE) Jurnal Manajemen Aset Infrastruktur dan Fasilitas Jurnal Riset Rekayasa Sipil Jurnal Konstruksi Jurnal Abdi Daya Journal of Infrastructure Planning and Engineering Advance Sustainable Science, Engineering and Technology (ASSET)
I Nengah Sinarta
Universitas Warmadewa
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Library & Information Science Mathematics Social Sciences Transportation Other

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Safety Factor and Settlement Analysis of Borepile Foundation in Warmadewa Gianyar Hospital Building Sinarta, I Nengah; Wisnawa, I Putu Gede Dharma; Sumanjaya, Anak Agung Gede
Civil and Environmental Science Journal (CIVENSE) Vol. 7 No. 1 (2024)
Publisher : Fakultas Teknik Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2024.007.01.3

Abstract

Building structure planning must be distinct from foundation structure planning. The foundation plays an important role in transferring building loads to the ground. The Warmadewa Gianyar Hospital building consists of 5 floors with a building area of 8323. 471 m2 on a granular soil location where there are three layers of soil types, namely sandy silt soil, silty sand, and sand mixed with rock grains. The Borepile foundation is installed at a depth of 12 m with an N SPT value of 60. This building carries dead loads, live loads, rain loads, wind loads, and earthquake loads. This building will use a bore pile foundation by modeling bore pile piles in GEO5 software to obtain safety factor values and installed reinforcement. Based on the analysis results, the pile diameter used is 450 mm and has a length of 12 m. The analysis obtained the carrying capacity with a safety factor of 2.1> 2 and a maximum settlement of 4.77 mm.
KAJIAN PENURUNAN FONDASI RAKIT DI ATAS TANAH LEMPUNG BERPASIR DI GEDUNG DITRESKRIMSUS POLDA BALI Cahaya Putra, Putu Agus Adi; Sinarta, I Nengah; Nudja S., I Ketut
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 11 No 2 (2023): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v11i2.2091

Abstract

Fondasi merupakan bagian dari bangunan yang meneruskan beban yang ditopang ke dalam tanah. Bangunan bertingkat tinggi biasanya dibangun menggunakan fondasi dalam seperti tiang pancang, tetapi ada juga bangunan tinggi yang dibangun menggunakan fondasi dangkal seperti fondasi rakit. Fondasi rakit berfungsi menyebarkan beban dari struktur ke tanah di bawahnya yang terdiri dari pelat tunggal yang meluas. Pada Gedung Ditreskrimsus Polda Bali yang memiliki area basement yang difungsikan sebagai lahan parkir, terkait dengan hal tersebut dilakukan pemilihan penggunaan pondasi rakit meskipun nilai SPT > 10 dan kedalaman dibawah 3.5 m adalah tanah lempung berpasir yang padat. Analisis yang digunakan yaitu dengan analisa tegangan yang terjadi dari total gaya aksial yang terjadi pada setiap kolom dibagi total luas rencana fondasi rakit, dengan solusi tersebut diharapkan bangunan menjadi lebih stabil terhadap penurunan segera. Berdasarkan hasil analisa diperoleh dimensi pondasi rakit 23.65 m x 48.65 m, tebal pelat 350 mm dan tebal pada bagian kritis bawah kolom yaitu 900 mm. Pondasi rakit yang direncanakan sudah aman dari geser pons. Tegangan dasar pondasi maksimum sebesar 82 kN/m2 masih lebih kecil dari daya dukung tanah yaitu sebesar 335.09 kN/m2. Penurunan segera yang terjadi sebesar 13.63 mm lebih kecil dari batas penurunan maksimum yaitu sebesar 65 mm.
EVALUASI SISTEM PENGAMAN PANTAI DI BALI SELATAN UNTUK MENGATASI TANTANGAN PERUBAHAN IKLIM Candrayana, Kadek Windy; Sinarta, I Nengah; Putu Eryani, I Gusti Agung
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 11 No 2 (2023): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v11i2.2319

Abstract

This climate change impacts the coast of Indonesia, which causes erosion and tidal flooding. This coastal damage significantly affects vital areas in the form of tourist areas, such as on the south coast of Bali. The erosion rate on Bali's beaches currently reaches 2 m/year and dramatically impacts the existence of beach tourism objects in Bali. Seawalls and revetments dominate coastal protection structures built from the 1990s. The existing system is experiencing problems, namely tidal flooding and runoff at the building's crest. The method analyzes sea-level changes over time (time series) and numerical simulations with CMS-Wave to obtain wave heights in the structure. Extreme water level (Extreme Coastal Water Level) is calculated from the creep due to wave height, sea level rise, tides, and storms. The results of this study indicate that the rising water level in 2022 will cause 53.80% of buildings to experience overtopping. In the next 20 years (2042), the percentage of buildings experiencing overtopping will increase to 67.08%.
Typology Model Based Building and Land Infrastructure Structure Organization and Duties Bali Area Police Ni Ketut Natalia Wulansari; I Nengah Sinarta; Agus Kurniawan
Advance Sustainable Science Engineering and Technology Vol. 6 No. 4 (2024): August-October
Publisher : Science and Technology Research Centre Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/asset.v6i4.1053

Abstract

Polsek was a police station in the district that provides police services to the community. There are four types of Polsek, namely A, B, C, and D. Polsek in the Bali Area are 58 with types B and C. Polsek is expected to have adequate supporting infrastructure such as Integrated Police Service Center rooms, facilities for the disabled, children's playgrounds, breastfeeding rooms, detention cells, and parking, open spaces. However, the land area is only sometimes adequate. The analysis used interview methods, observation, literature studies, and SWOT analysis. The results show that Polsek's need for land Type B is 631.54 m2, and Type C is 377.14 m2. The SWOT analysis was in the strength and threat quadrant, so a policy is needed to evenly distribute the development of each Polsek type B and C, starting from land acquisition by the main tasks and functions of the police in serving the community.
Building Structure Performance Analysis With and Without Shear Walls: Using Pushover Analysis Nugraha, Cokorda Gede Eka; Sinarta, I Nengah; Aryastana, Putu
Civil and Environmental Science Journal (CIVENSE) Vol. 8 No. 1 (2025)
Publisher : Fakultas Teknik Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2024.008.01.2

Abstract

The performance-based concept for earthquake-resistant buildings must be considered in the structural design of buildings. This concept analyzes the structural components to observe how the structure behaves during an earthquake, ensuring the building can withstand it safely. This study used pushover analysis to compare the performance of buildings with and without shear walls. The building's structure was constructed using three different types of modeling. The results showed that type 1 buildings have greater displacement and story drift values than type 2 and type 3. This finding suggests that type 2 and type 3 buildings had better structural rigidity than type 1. The plastic hinge mechanism in type 1 buildings refers to the SCWB design concept, where the plastic hinge mechanism occurs on the beam, whereas in type 2 and type 3 buildings, the plastic hinge machinery occurs in the shear wall area. Performance levels in types 1, 2, and 3, which use the FEMA 356 method, are at the immediate occupancy performance level.
Perbandingan Perilaku Akibat Pembebanan Pada Konstruksi Sistem Rangka dan Konstruksi Sistem Ganda Dharma, I Made Sotya Wira; Sinarta, I Nengah; Aryastana, Putu
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.3571

Abstract

As the height of a building structure increases, the building becomes more vulnerable to responding to lateral loads, which is why a dual-system approach is used to resist the lateral forces that occur in the structure. The use of moment-resisting frame systems (MRF) and dual systems differs particularly in terms of earthquake loads. Based on these conditions, an analysis was performed to compare the effects of loading on a frame system versus a dual system in the structural design of the RSU BaliMed Negara building. In the modeling process, two models were created: Structure 1 represents the existing condition, and Structure 2 incorporates the addition of shear walls. The analysis results show that the 100% mass participation value for Structure 1 is achieved at mode 34, whereas for Structure 2, it decreases to mode 15. The natural period of vibration is also influenced by the structural loading, with the addition of shear walls resulting in a shorter natural vibration period for Structure 2 compared to Structure 1. The base shear forces for Structure 1 are Vd in the X and Y directions at 4,856.70 and 4,856.41, respectively, and Vs in the X and Y directions at 4,635.12. For Structure 2, the values are Vd in the X and Y directions at 4,745.47 and 5,745.43, and Vs in the X and Y directions at 5,508.07. The displacement values for Structures 1 and 2 indicate that the displacement in Structure 2 is smaller.
Analisis Perubahan Material Struktur Terhadap Simpangan Antar Lantai Pada Toko dan Restoran Di Jalan Semer, Kerobokan, Badung Diatmika, Pande Gede Bayu Guna; Sinarta, I Nengah; Rahadiani, Anak Agung Sagung Dewi
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.3605

Abstract

The construction project of the store and restaurant in Semer Street, Kerobokan, Badung has changes in some of the structural elements which previously used steel structure to concrete structure. The author chooses to use concrete for the main and sub-structure, while the steel was maintained for the upper structure. The purpose of the analysis are can be able to design the structure of the store and restaurant building that has a strenght plan greater than or equal magnitude of the ultimate force that occurs and also to find out the comparison of story drift between the exsisting and planned building. Analytical method is using study literature on it’s planning by collecting data that related to the plan such as architectural data and soil data. Based on the result of the structural analysis it can be concluded that the control of structural elements has met the standard and on both model where in the story drift have a reduction in deflection due to the material used. The greatest reduction of story drift for Y direction is 61% on the 4th floor and for X direction is 36% on the 1st floor.
Perbandingan Safety Factor dan Nilai Ekonomis Dinding Penahan Tanah Gravitasi Terasering Dengan Tanpa Terasering Wiranata, I Made Kusuma; Sinarta, I Nengah; Basoka, I Wayan Ariyana
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i9.61754

Abstract

Penelitian ini dilatarbelakangi oleh peningkatan signifikan pembangunan sektor pariwisata di Bali, dengan jumlah kamar hotel nonbintang yang meningkat dari 32.810 kamar pada tahun 2021 menjadi 36.886 kamar pada tahun 2023. Keterbatasan lahan di Bali Selatan mendorong investor beralih ke pembangunan hotel dan vila di wilayah perbukitan Bali Tengah, yang menuntut analisis stabilitas lereng menggunakan dinding penahan tanah (DPT) tipe gravitasi. Tujuan penelitian ini adalah membandingkan efektivitas safety factor dan nilai ekonomis antara DPT gravitasi menerus dengan DPT terasering pada berbagai variasi tinggi dan sudut lereng. Metode penelitian menggunakan analisis numerik dengan Finite Element Method (FEM) melalui aplikasi Plaxis untuk mengevaluasi faktor keamanan pada empat model DPT gravitasi dengan variasi jumlah terasering, tinggi terasering, dan sudut lereng 45° dan 60° pada lereng setinggi 10 meter. Evaluasi ekonomis dilakukan melalui perbandingan luas penampang DPT, volume galian, dan timbunan. Hasil penelitian menunjukkan bahwa faktor keamanan pada DPT menerus lebih tinggi 5-15% dibandingkan DPT terasering, namun memerlukan luas penampang yang lebih besar hingga 145% dan volume galian yang lebih besar 162%-225%. Implikasi penelitian ini menunjukkan bahwa DPT terasering lebih efisien secara ekonomis meskipun memiliki safety factor yang sedikit lebih rendah, sehingga dapat menjadi alternatif yang lebih praktis untuk penanganan stabilitas lereng pada ketinggian sekitar 10 meter di wilayah perbukitan Bali.
Typology Model Based Building and Land Infrastructure Structure Organization and Duties Bali Area Police Ni Ketut Natalia Wulansari; I Nengah Sinarta; Agus Kurniawan
Advance Sustainable Science Engineering and Technology Vol. 6 No. 4 (2024): August-October
Publisher : Science and Technology Research Centre Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/asset.v6i4.1053

Abstract

Polsek was a police station in the district that provides police services to the community. There are four types of Polsek, namely A, B, C, and D. Polsek in the Bali Area are 58 with types B and C. Polsek is expected to have adequate supporting infrastructure such as Integrated Police Service Center rooms, facilities for the disabled, children's playgrounds, breastfeeding rooms, detention cells, and parking, open spaces. However, the land area is only sometimes adequate. The analysis used interview methods, observation, literature studies, and SWOT analysis. The results show that Polsek's need for land Type B is 631.54 m2, and Type C is 377.14 m2. The SWOT analysis was in the strength and threat quadrant, so a policy is needed to evenly distribute the development of each Polsek type B and C, starting from land acquisition by the main tasks and functions of the police in serving the community.
PERANCANGAN DINDING PENAHAN TANAH DALAM UPAYA PELESTARIAL LINGKUNGAN DESA SIBETAN, KEC. BEBANDEM, KARANGASEM, BALI I Putu Ellsa Sarassantika; I Nengah Sinarta; I Wayan Widanan; I Made Wahyu Pramana
Jurnal Abdi Daya 1-10
Publisher : Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jad.5.2.2025.1-10

Abstract

Desa Sibetan di Kecamatan Bebandem, Karangasem, Bali, menghadapi tantangan dalam pengelolaan dataran tinggi yang digunakan sebagai setra adat. Wilayah ini rentan terhadap longsor dan kerusakan lahan akibat hujan deras, yang mengancam fungsi jalan dan kegiatan agama masyarakat. I Made Mustiawan, pemimpin masyarakat Desa Sibetan, mengakui pentingnya dukungan dari Universitas Warmadewa untuk memberikan solusi berkelanjutan. Dalam upaya pengabdian masyarakat, dilakukan survei awal pada 13 Februari 2024 untuk memahami kondisi geografis dan lingkungan desa. Survei mencakup pemetaan daerah rawan longsor, analisis kualitas tanah, dan identifikasi faktor risiko. Data ini menjadi dasar perencanaan dan pembangunan dinding penahan tanah yang melibatkan partisipasi aktif masyarakat. Selain itu, penyuluhan akan diselenggarakan untuk meningkatkan kesadaran lingkungan. Program ini diharapkan memberikan solusi berkelanjutan dan dampak positif bagi masyarakat Desa Sibetan.
Co-Authors Agus Kurniawan Agus Kurniawan Agus Kurniawan Agus Kurniawan Cahaya Putra, Putu Agus Adi Candrayana, Kadek Windy Dang Thanh Trung Debora Evlin Dewa Ngakan Made Dwiva Cahyana Dharma, I Made Sotya Wira Diatmika, Pande Gede Bayu Guna Fajar Yudha Pratama Gede Suartana Gusti, I Gusti Putu Agung Giga Pasoepati Hartawan, I Made Nova I Gusti Agung Gede Jaya Adhiputra I Gusti Agung Putu Eryani I Gusti Agung Putu Eryani I Gusti Agung Putu Eryani I Gusti Ngurah Agung Eka Arya, Tejadinata I Ketut Nudja S., I Ketut I Made Bagastia Pinandika I Made Indra Beratha I Made Kusuma Wiranata I Made Wahyu Pramana I Nengah Damara Putra I Nyoman Surayasa I Putu Ellsa Sarassantika I Putu Ellsa, Sarassantika I Wayan Ariyana Basoka I Wayan Gde Erick Triswandana I Wayan Gde Erick, Triswandana I Wayan Maesa Andreasnata I Wayan Widanan I. P. Ellsa Sarassantika Ika Wahyuni Jose Manuel Maniquin Kadek Windy Candrayana Komang Deddy Endra Prasandya Mandia, I Wayan Maria Imaculata Goran Mosa Maria Imaculata Goran Mosa Ni Ketut Natalia Wulansari Ni Ketut Natalia Wulansari Ni Komang Armaeni Ni Komang Ayu Agustini Ni Made Widya Pratiwi Ni Putu Indah Puspita Anggraeni Nugraha, Cokorda Gede Eka Nyoman Nuri Arthana Nyoman Parthin Indra, Maulana Putu Aryastana Putu Ellsa, Sarassantika PUTU IKA WAHYUNI Putu Ika Wahyuni Putu Ika Wahyuni Putu Ika, Wahyuni Rahadiani, Anak Agung Sagung Dewi Roro Sulaksitaningrum Sudarno P Tampubolon Sumanjaya, Anak Agung Gede Wayan Runa Wirasana, I Made Adi Wisnawa, I Putu Gede Dharma Yasa Bagiarta, I Ketut Yohanes Parlindungan Situmeang