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PENINGKATAN LIFE SKILL MELALUI PELATIHAN MEUBEL BAGI KELOMPOK PEMUDA TOBATI DI KELURAHAN VIM DISTRIK ABEPURA KOTA JAYAPURA Helen Wayangkau; Alfian Adie Chandra; Alfrendy Lolopayung; Robert Frans Horik
JURNAL PENGABDIAN PAPUA Vol 6, No 2 (2022)
Publisher : LPPM Uncen

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (882.318 KB) | DOI: 10.31957/jpp.v6i2.2350

Abstract

Generally unemployment is a social problem that faced by Jayapura government, especially in Tobati youth. Thus it needs to be overcome by life skills education such as guidance and training to improve their knowledge and skills, especially in furniture (meeting tables). In essence, this service activity is expected to be a solution to the problems faced by the community through job skills training activities in order to increase the ability to support the life skills they face.Keywords: Life Skill: Meubel; Jayapura
Perencanaan Gedung Panti Asuhan Kana’an Jaya Helen Gianditha Wayangkau; Alfian Adie Chandra; Agung Saputra; Enjelo Sio’
Cenderabakti: Jurnal Pengabdian Kepada Masyarakat Vol 1 No 2 (2022): Periode Oktober
Publisher : Jurusan Manajemen dan Bisnis Fakultas Ekonomi dan Bisnis Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (591.196 KB) | DOI: 10.55264/cdb.v1i2.15

Abstract

Kana'an Jaya Orphanage is one of the privately owned social institutions that was originally a shelter for abandoned children, and orphans who came from several areas of political conflict in Pegungan Papua. This orphanage is located in Kertosari Village, Jalan Sabronsari, West Sentani District. For this reason, the Civil Engineering Department Community Service team took the initiative to plan the development of buildings and spaces for children's activities such as eating, studying, resting, etc. as well as a Budget Plan (RAB) needed for construction. Activities carried out for 6 months include the structural design process. This activity resulted in a design document consisting of structural calculations, two-story building drawings and proposals for funding assistance.
Design of Leading Type Retaining Walls: Case Study in Perumnas IV Padang Bulan, Jayapura City Alfian Adie Chandra; Helen Gianditha Wayangkau; Ahmad Gifary
International Journal of Science and Society Vol 5 No 1 (2023): International Journal of Science and Society (IJSOC)
Publisher : GoAcademica Research & Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54783/ijsoc.v5i1.625

Abstract

Jayapura City is one of the Papua Province’s capital cities with an increasing population. One of the areas in Jayapura City, especially Perumnas IV Padang Bulan, is surrounded by hills. Infrastructure development in the densely packed Perumnas IV Padang Bulan area and increasingly narrow land has forced the local community to build infrastructure under the foot of the hills. Infrastructure development under the foot of the mountains is very prone to landslides or soil movement. There is a retaining wall planned so that the movement of the soil is restrained by the retaining wall so that no landslides occur, which endanger the community in the Perumnas IV Padang Bulan area. From a survey of the Perumnas IV Padang Bulan area in the form of topographic data and cone penetration data (CPT), contour data and cone penetration results (CPT) data were obtained for QC and fs values, then soil type classification was carried out with empirical correlation approaches, then active earth pressure calculations were carried out and passive from Rankine’s theory. As well as planning a safe leaning type retaining wall. From the results of the planning that has been done, the plan obtained is a leaning type retaining wall with concrete material, the height of the retaining wall reaches 3.1 meters, and the width of the foundation is 2 meters. Safe against overturning, shearing, and soil-bearing capacity.
MODIFIKASI SIFAT PLASTISITAS TANAH LEMPUNG DENGAN PENAMBAHAN PASIR: MODIFIKASI SIFAT PLASTISITAS TANAH LEMPUNG DENGAN PENAMBAHAN PASIR Alfian Adie Chandra
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.117

Abstract

Clay soil is a type of fine-grained soil and spread many areas in Indonesia, especially Papua province. Clay soil has the plasticity characteristic where it can changes in texture and even volume influence of changes water content. Clay contains several types of minerals but the montmorillonite causes clay have the ability to absorb and seem store water longer than other soil types. The high plasticity characteristic of clay soil is the reason why this type of soil has the ability to experience volume changes such as swelling during the rainy season and shrinking during the dry season. This condition is one of the causes of clay soil having a low carrying capacity when the rainy season or when the water content contained high, so it often causes subsidence in roads or buildings. Montmorillonite content in clay can be reduced and the texture and size of very small grains can be changed by adding other materials. In this study by adding sand material with a composition 10%, 20% and 30% to the weight of clay in the original condition. Tests to determine changes in the plasticity of clay are soil properties, liquid limit, plastic limit which all of these tests refer to the applicable SNI tests and are carried out at the Civil Engineering Laboratory, Faculty of Engineering, Cenderawasih University. The data from the test results above will be used to see changes in the characteristics of clay soil, both in terms of grain size gradations and plasticity properties.
PENYEDIAAN RUANG UNIT KEGIATAN MAHASISWA (UKM) Patrick Marcell Fandy; Alfian Adie Chandra; Heri Dua Lembang; Rosalina Revassy; Handoko Handoko; Marcelino Yonas; Karl Karolus Wagab Meak; Tiper Korneles Muwarberto Uniplaita
JURNAL PENGABDIAN PAPUA Vol 7, No 1 (2023)
Publisher : LPPM Uncen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31957/jpp.v7i1.2314

Abstract

The implementation of the construction of Unit Kegiatan Mahasiswa (UKM) room at the Faculty of Engineering, Cenderawasih University is a form of support for the appeal of the Ministry of Education, Culture, Research, and Technology (KEMENDIKBUD RISTEKDIKTI) as stated in the Guidelines for the Implementation of Student Organization Activities No. 0241/E/E2/KM.09.00/2022. Student activities under student organizations are a forum for students to develop their capacity as students in the form of aspirations, initiations, or positive, and creative ideas through participation in various relevant activities. The purpose of this service activity is to provide a UKM building for each Department Student Association (Himpunan Mahasiswa Jurusan–HMJ) as a forum for implementing student activities at the Faculty of Engineering, Cenderawasih University. The realization of the UKM building construction activities was carried out through four stages of work. First, budget design by setting a format of 80% of the total cost for the main building fund and 20% for emergency funds. Second, the design of the UKM building is adjusted to the dedicated fund. Third, procurement of materials and building worker services. Fourth, the SME building construction process. The contribution of this activity is the design and construction of the UKM building at the Faculty of Engineering, Cenderawasih University as a means for students to channel their aspirations, to develop their science and technology abilities and organizational potential.Keywords: Student activity units; student centers; learning students; student organizations; student affairs
Analisa Penyebab Penurunan Badan Jalan Di Ruas Jalan Baru Furia Kotaraja STA (0+000 – 0+520) Alfian Adie Chandra; Ira Widyastuti; Maurids Thomas Sapari
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.103

Abstract

Topography in Papua is generally an area consisting of mountains and valleys that have various slopes. Means of transportation was planned in such a way that it had to go through the slope. One of them is on the New Furia Kotaraja road section. On this road section, the slope is cut so that the road is made safe and comfortable for motorists to pass. However, at several points there was damage to the road body which was identified as a landslide, namely the formation of an avalanche crown on the surface of the road body. Therefore it is necessary to analyze the stability of the slopes in order to obtain ways to overcome them. Analysis of slope stability on the New Furia Kotaraja road section used the GeoStudio 2007 Slope/W assist program and manually used the Fellenius method. From the analysis that has been carried out, given the condition of the road load and pore water pressure, it can be concluded that the slopes on the New Furia Kotaraja road section Km 0+000 – 0+520 are unstable slopes because according to the results of the calculation of the slope safety factor based on the Fellenius formula, namely 0.589, according to Bowles, the slope is unstable if the factor of safety is less than 1.07. Thus, the slopes on the Baru Furia Kotaraja Km 0+520 road section need to be treated in the form of a box cover / culvert, with a surface depth of 280 cm box coler because at that depth it has a rather dense soil type, silty sand, and a channel is also planned. square type drainage with dimensions (b = 2.00 ; h = 1.70 m ) to drain water discharge (Q = 0.68 m3/s), the slope becomes stable because the slope safety factor changes to 1.259 which according to Bowles's opinion the slope is included stable when the factor of safety is above 1.25.