Article Per Year (5 Year)
p-Index From 2020 - 2025
2.47
P-Index
This Author published in this journals
All Journal Jurnal Teknik Industri : Jurnal Hasil Penelitian dan Karya Ilmiah dalam Bidang Teknik Industri SIKLUS: Jurnal Teknik Sipil J-Dinamika: Jurnal Pengabdian Kepada Masyarakat JPPM (Jurnal Pengabdian dan Pemberdayaan Masyarakat) KAIBON ABHINAYA : JURNAL PENGABDIAN MASYARAKAT Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi
I Gusti Ngurah Nyoman Wismantara
Universitas Pendidikan Nasional
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Public Health Social Sciences Transportation

Published : 18 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 18 Documents
Search

 1   2 
Analisa Kerusakan dan Anggaran Perbaikan Jalan Menggunakan Metode Pavement Condition Index (PCI) Putu Budiarnaya; I Putu Ariawan; I Gusti Ngurah Nyoman Wismantara; I Gusti Putu Puspasari
Siklus : Jurnal Teknik Sipil Vol. 7 No. 2 (2021)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v7i2.7692

Abstract

Ruas Jalan Raya Padangkerta-Budakeling berada di Wilayah Kecamatan Karangasem. Ruas jalan sepanjang STA 0+000 sampai 1+500 ini merupakan akses utama galian C di Kabupaten Karangasem, sehingga mayoritas angkutan yang melalui jalur ini adalah truk. Truk bermuatan berat ini menyebabkan terjadi banyak kerusakan disepanjang ruas. Tujuan penelitian adalah untuk mengetahui jenis kerusakan perkerasan jalan serta cara penanganannya, sehingga diketahui anggaran yang dibutuhkan untuk memperbaiki. Analisis data menggunakan metode Pavement Condition Index (PCI). Nilai rata-rata PCI dari 15 segmen yang ditinjau adalah 44,48%, artinya kerusakan ruas Jalan Raya Padangkerta-Budakeling termasuk dalam kategori sedang (fair). Langkah penanganan yang direkomendasikan pada ruas Jalan Raya Padangkerta-Budakeling dari STA 0+000 sampai 0+1500 adalah sesuai dengan klasifikasi kerusakan per-segmen berdasarkan nilai PCI. Meliputi: 1) Rekonstruksi sepanjang 400 m, untuk nilai PCI 0-30%; 2) Tambalan sepanjang 800 m dan lapis tambah (overlay) sepanjang 1.100m, untuk nilai PCI 30-80%; dan 3) Pemeliharaan Rutin, untuk nilai PCI 80-100%. Anggaran biaya yang dibutuhkan untuk perbaikan ruas Jalan Raya Padangkerta-Budakeling pada STA 0+000 sampai 1+500 adalah sebesar Rp 1.169.905.580.
Analisis Perbandingan Penjadwalan Menggunakan Critical Path Method (CPM) dengan Precedence Diagram Method (PDM) (Studi Kasus : Proyek Pembangunaan SD Negeri 5 Pecatu) Komang Agus Ariana; Ketut Nuraga; Putu Budiarnaya; Putu Ariawan; I Gusti Ngurah Nyoman Wismantara; Nengah Riana; Kadek Pasek Pangestu
Jurnal Ilmiah Telsinas Vol 4 No 1 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (976.377 KB) | DOI: 10.38043/telsinas.v4i1.374

Abstract

Penjadwalana proyek sangat berpengaruhcterhadap keberhasilan dan kegagalan suatu proyek. Tujuanszxdari penelitian ini adalaha menganalisa penjadwalanc zproyeka dengana menentukanu kegiatan-kegiatans kritisz dan durasinyal menggunakan metodeh Criticalz Pathz Methodq (CPM)’ dan PrecedencezxDiagram Method (PDM). Datag yangv digunakanq dalamb penelitian iniz adalahx datas sekundera zyanga diperolehac dariiy kontraktorcpelaksana. Berdasarkan hasil penelitian dari Critical Path Method (CPM) diperoleh durasi 25 minggu atau 175 hari dengan kegiatan-kegiatan yang kritisnya antara lain kegiatan pekerjaan persiapan; pekerjaan tanah dan pondasi; pekerjaan listplank beton; pekerjaan balok dan pelat lantai 2; pekerjaan ring balok atap; pekerjaan pasangan kusen, pintu, dan jendela;pekerjaan sanitair/plumbing; pekerjaan pengecatan. Sedangkan hasil penelitian dari Precedence Diagram Method (PDM) diperoleh durasi 26 minggu atau 182 hari dengan kegiatan-kegiatan yang kritisnya antara lain kegiatan pekerjaan persiapan; pekerjaan’ tanah,’dan pondasi; pekerjaan pile’’cap; pekerjaan sloof; pekerjaan’’kolom lantai 1; pekerjaan tangga beton; pekerjaan balok dan pelat lantai 2; pekerjaan kolom lantai 2; pekerjaan ring balok atap; pekerjaan dinding dan plesteran; pekerjaan pasang keramikkklantaiiddan dinding; pekerjaan pasangg kusen,ddpintu dan jendela; pekerjaandggpengecatan; ddpekerjaan elektrikal. Perbandingan hasil analisa metode CPM dan PDM menunjukkan perhitungan PDM yang paling optimal karena pada proyek pembangunan SDN 5 Pecatu memiliki pekerjaan-pekerjaan yang tumpang tindih.
PENENTUAN KOEFISIEN TEKANAN TANAH KESAMPING "AT REST" (Ko) DARI TANAH GAMBUT BERSERAT I Gusti Nyoman Wismantara; Putu Budiarnaya
Jurnal Ilmiah Telsinas Vol 1 No 2 (2018)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (296.065 KB)

Abstract

One of the most important soil parameters to design bearing capacity of a deep foundaton is at rest lateral pressure coefficient (Ko). Ko is the coefficient of lateral earth pressure under condition of no lateral deformation. For sand and clay soils, the Ko value can be obtained using mathematics formula; it is a function of an effective internal friction angle (f') or plastic index (PI) of the soil. For peat soil, however the Ko value can not be determined using the mathematics formula developed for sand and clay soils mention above. It has to be measured directly from laboratory test using a Ko-test tube. Unfortunately, that apparatus is not available in the market.Due to that reason, the first step of the research carried out. herein is to build the Ko-test tube apparatus; afterward, it is used to determine the Ko value of peat taken from Pekantua, Riau.The Ko-test tube was built as suggested by Abdelhamid and Krizek; it was calibrated with water to determine the relationship between horizontal strain of the Ko-test tube wall and radial stress. By using the apparatus, the Ko of sand was determined ; the result obtained is then compared to the Ko obtained from Jaky's formula. Whenever that apparatus gave a satisfactory result of Ko, the testing was 50 KPa, 100 KPa, 200 KPa and 400 KPa for loading and unloading conditions.The results show that the calibration result of the Ko-test tube can be expressed as linear aquation, that is, sr = 2.98 x 106e average (sr in KPa). The Ko of sand determined using the Ko-test built is comparable to that obtained using jaky's formula, that is 0.46. Under unloading condition, the Ko value of peat is constant 0.32; under unloading condition the Ko is not constant but it is function of OCR in which the increase of OCR is companied with the increase of Ko; the Ko is various between 0.32-0.44.
METODE PERBAIKAN TANAH DENGAN JUTE FIBRE DRAIN I Gusti Ngurah Nyoman Wismantara; I Komang Agus Ariana
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1527.85 KB)

Abstract

Settlement problems can arise in construction of across in soft soil, especially the consolidation problems to need long time, whereas the concretion time to need short time relative. One way of overcoming these problems is the installation of Vertical Jute Fibre Drain in soft soil, it is the mean in order that to be able these drains speed up the consolidation process in the sub soft soil layers. The purpose of this method is to reduce the time required by the pore water to escape from the soil which also get to abbreviate for to reach the consolidation degree 90%, so that the damage of structure and maintenance cost can be reduced.
EVALUASI PERENCANAAN STRUKTUR JEMBATAN UNDERPASS SIMPANG TUGU NGURAH RAI, BADUNG, BALI Billy Chris Hutama Pasaribu; IGL Bagus Eratodi; Putu Ariawan; IGN Nyoman Wismantara
Jurnal Ilmiah Telsinas Vol 2 No 2 (2019)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1383.397 KB)

Abstract

Congestion at the Tugu Ngurah Rai Roundabout junction that connects the road from Denpasar to the Nusa Dua and surrounding areas has become a problem in the city of Badung. This is because the road has not been able to handle the volume of vehicles at the intersection. Therefore it is necessary to make an underpass. The pass is planned with a total length of 408.4 meters which is divided into two parts, namely the closed section 100.40 meters and open 308 meters. The width of the road to be excavated is 16 meters wide for 2 (two) lanes. Geotechnical analysis is very necessary to plan the underpass structure, because the load that works on the underpass does not only come from traffic loads, but mostly comes from land which greatly affects structural stability. The method used for structural stability analysis in this study is the approach method based on IRC78 / 1983. The abutment design phase, like the structure of a retaining wall basically uses a trial system, then analyzes its stability provided that it must meet the value of the safety factor Sliding FS> 1.5, Bolster FS> 1.5, FS DDT> 3. In the case of the Underpass Simpang Tugu Ngurah Rai bridge the abutment is planned to be 7.8 meters high, 3.5 meters wide and 16 meters long from the ground surface. The results of the stability analysis on the abutment state that the soil can withstand shear forces, and rolling which works on the structure, but the carrying capacity of the soil cannot carry the structure above it, so the foundation below is needed. The foundation analyzed is a caissons foundation of 6 pile drill foundation with a diameter of 0.8 m and a depth of 3.4 meters. Each foundation pole can bear axial loads of 267,097 tons, so the total axial load that can be borne is 1602.55 tons. The caissons foundation with a diameter of 0.8 meters is a foundation that can withstand building structural loads on the Underpass and abutment bridges.
Perencanaan Pondasi Bore Pile Menggunakan Metode Standard Penetration Test (SPT) Cone Penetration Test (CPT) dan Analisis Efisiensi Biaya (Studi Kasus Proyek Hotel Solis Ubud Resort and Spa) Roberth Evander Meidudga; I Gusti Ngurah Nyoman Wismantara
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (500.672 KB)

Abstract

The planned foundation at the hotel solis ubud resort and spa is a drill pole,caused soil conditions is impossible, to install shallow types. known from the results of soil tests obtained on the project, by using CPT method and SPT method. In this Thesis , the authors plan footing of the drill post by calculating capacity of the soil at that location with the planned depth using the data obtained from the building project, with two method, first standard penetrationt test (SPT) second cone penetration test (CPT) to compare cost efficiency of both methods in bore pile footing design, in hotel solis ubud resort and spa building project. the theoretical results obtained can be concluded that the SPT method used in the project, much more efficient in financing, than the results of the SPT method. on the calculation result get foundation size D = 45 cm for planning use method, whereas for planning using CPT method obtained size of foundation size D = 50 cm, with the same depth of 15m and the number of the same post that is 76 post.
Metode Peningkatan Daya Dukung Tanah Lunak I Gusti Ngurah Nyoman Wismantara; Putu Budiarnaya
Jurnal Ilmiah Telsinas Vol 3 No 2 (2020)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (342.53 KB)

Abstract

Many sites in Indonesia contain of soft soils which mainly located in farming areas, slopes, alluvials, low level areas. The main problem of soft soils for performing construction work is big settlement which is caused due to low ultimate bearing capacity of soils.These low bearing capacities occurred because of consolidation process proceeded in long time and slowly. To solve this problem the geotechnicians has tried to modify some methods to increase the ultimate bearing capacity of soft soils. There are many methods have been introduced and widely used for increasing bearing capacity. This paper discuss about four methods such as Bamboo Piles Method, Pre Loading Method, Vertical Sand Drainage Method, Geotextile Method.Bamboo Piles Method use bamboo as reinforced soft soils. Pre Loading Method used Pre Loading as the beginning loading. This loading aimed to conduct process of settlement in shortier time. Vertikal Sand Drainage Method required installation of vertical Drainage to clear sands on the soils layer. After draining and pre loading consolidation process was expected would be proceeding in shorter time. Geotextile Method used material of geotextile as tension force to reinforce soft soils so that the ultimate bearing capacity increased. The maximum bearing capacity would be obtained if users installed it as well as soil's layer condition.
PEMANFAATAN SOSIAL MEDIA MARKETING DISAAT PANDEMI TERHADAP PEDAGANG DI AREA PADANG SAMBIAN David Soetrisno; Nyoman Wismantara
J-Dinamika : Jurnal Pengabdian Masyarakat Vol 7 No 1 (2022): April
Publisher : Politeknik Negeri Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25047/j-dinamika.v7i1.2550

Abstract

Permasalahan sampah di Jember membutuhkan penangangan serius. Pola konsumsi masyarakat dan banyaknya jumlah penduduk berkontribusi meningkatkan volume sampah. Pengelolaan sampah yang salah berdampak pada memburuknya sanitasi lingkungan. sanitasi yang buruk akan menimbulkan penyakit infeksi dan masalah kekurangan gizi. Keberadaan sampah rumah tangga memang tidak dapat dihindarkan sehingga membutuhkan alternatif pengelolaan sampah seperti kompos dan ecobrick. Masyarakat desa Kemuning Lor, Jember belum terbiasa memilah dan mengolah sampah rumah tangga. Kebanyakan masih membuang sampah di pekarangan rumah, ke sungai atau dibakar yang sisa pembakarannya dapat mencemari lingkungan. Oleh karena itu, masyarakat memerlukan edukasi tentang pengelolaan sampah dalam skala rumah tangga sehingga dapat mengurangi jumlah sampah. Permasalahan mitra yaitu belum adanya upaya pengelolaan sampah secara mandiri di rumah, belum adanya kesadaran mengelola sampah dengan bijak dan ketidaktahuan cara mendaur ulang sampah menjadi  kompos dan kerajinan ecobrick. Kegiatan pengabdian kepada masyarakat ini bertujuan untuk mensosialisasikan konsep zero waste. serta memberikan pelatihan pembuatan kompos dan ecobrick. Metode pelaksanaannya dengan ceramah, demonstasi, praktik dan pendampingan. Mitra kegiatan yaitu Ibu-Ibu PKK desa Kemuning Lor. Hasil kegiatan ini, ibu-ibu PKK mampu memanfaatkan kembali sampah untuk dibuat menjadi kompos dan ecobrick. Luaran kegiatan yang diberikan kepada mitraberupa leaflet dan video cara pembuatan kompos dan ecobrick  
Strategi Branding Dan Pemasaran Produk Home Industry “Keripik Talas” Di Kelurahan Padangsambian, Denpasar Ni Luh Putu Melyana Putri; I G. N. Nyoman Wismantara
KAIBON ABHINAYA : JURNAL PENGABDIAN MASYARAKAT Vol. 4 No. 1 (2022)
Publisher : Universitas Serang Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30656/ka.v4i1.3108

Abstract

Kegiatan pengabdian masyarakat ini dilaksanakan di home industry “keripik talas” di Desa Padangsambian, Kecamatan Denpasar Barat, Kota Denpasar, Bali. Home Industry merupakan salah satu bentuk Usaha Mikro, Kecil, dan Menengah (UMKM). Dengan bertambahnya jumlah home industry setiap tahunnya tidak diikuti dengan kesadaran akan pentingnya branding dan kemampuan melakukan branding (pengemasan dan pelabelan) serta memasarkan produknya. Oleh karena itu, pelaksanaan kegiatan ini bertujuan untuk mengedukasi dan memberikan skill baru kepada pemilik home industry ini mengenai pentingnya branding (pengemasan dan pelabelan) serta pemasaran yang baik dan menarik untuk mencapai peningkatan penjualan. Metode yang digunakan adalah model penyuluhan dan pendampingan tentang pengemasan, pelabelan, dan pemasaran yang tepat dan menarik untuk produk “keripik talas”. Hasil dari kegiatan pengabdian kepada masyarakat ini penyuluhan tentang pentingnya branding dan pemasaran. Selanjutnya dilakukan pendampingan pada branding (desain kemasan dan label) dan pemasaran dengan platform yang direkomendasikan agar produk menjadi lebih menarik, serta menambah nilai tambah dan penjualan produk
Analisis Biaya Perjalanan Lalu Lintas Akibat Adanya Pengaruh Hambatan Samping pada Ruas Jalan Raya Canggu I Gede Adi Pramesta; I Gusti Ngurah Nyoman Wismantara; Dewa Ayu Putu Adhiya Garini Putri
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (290.049 KB) | DOI: 10.38043/telsinas.v5i1.3731

Abstract

Canggu Village is a village located in the tourist area of southern Bali. resulting in economic activity originating from tourism activities. transportation has greatly increased. especially in traffic conditions. this is the interest of researchers to analyze the cost of traffic travel due to side barriers. This method is to ensure the presentation of road fractions referring to the 1997 MKJI and the calculation of the BOK for vehicles involving the strategy of the Ministry of Public Works in 2005. Meanwhile, the calculation of the BOK for bicycles refers to the DLLAJ strategy. for the Province of Bali - PTS Consultant 1999. The consequences of this study are: 1) The current appearance of the Canggu Highway with the presence of side barriers are: The capacity of the street portion is 2.883 pcu/hour at top hours in the first part of the day. evening. what's more, evening. The degree of saturation or v/c ratio on the existing road is 0.513 for the morning peak hours. 0.469 and 0.496 for the afternoon and evening peak hours. The speed of light vehicles during the morning top hours is 13.48 km/hour. the afternoon peak hours are 14.11 km/hour and the afternoon peak hours are 13.48 km/hour hours. The level of service for each peak hour is at service level F. 2) The total traffic cost due to the presence of side barriers per 12 hours of observation is Rp. 4.372.938.06. and the cost of travel in each peak hour is for the morning peak hour at 07.15-08.15 Rp. 356.444.50. the peak hour at 12.15-13.15 is Rp. 297.484.08 peak hours in the afternoon at 16.15-17.15 for Rp. 707.875.89.
Co-Authors A. A. Gd. Deni Windu Saputra Adelino Sia Babo Amaral Agus Ariana, I Komang Ariawan, Putu Billy Chris Hutama Pasaribu Budiarnaya, Putu David Soetrisno Dewa Ayu Putu Adhiya Garini Putri I Gede Adi Pramesta I Gusti Lanang Bagus Eratodi I Gusti Putu Puspasari I Negah Riana I Nengah Riana Kadek Pasek Pangestu Meidudga, Roberth Evander Ni Luh Putu Melyana Putri Nuraga, Ketut Pangestu, Kadek Pasek Putu Ariawan Riana, Nengah Roberth Evander Meidudga Yanuarius Reinaldi Nenta