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All Journal JURNAL KAJIAN TEKNIK SIPIL Warta LPM
Sobari, Muhammad
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Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Economics, Econometrics & Finance Education Engineering Health Professions Materials Science & Nanotechnology Social Sciences Transportation

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Pelatihan Manajemen BUMDes Berbasis Sosiokultural Masyarakat Lokal di Desa Sukamaju Nursetiawan, Irfan; Yuliani, Dini; Prabowo, Faizal Haris Eko; Sobari, Muhammad
Warta LPM WARTA LPM, Vol. 27, No. 1, Maret 2024
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/warta.v27i1.2863

Abstract

Improving the welfare of rural communities in rural areas is an urgency in every community empowerment activity. One of the institutions that can improve the welfare of village communities, namely Village Owned Enterprises (in Indonesian is BUMDes). However, BUMDes have not contributed significantly and are optimally managed. This activity aims to apply the pattern of understanding the management of BUMDes Maju Mandiri in Sukamaju Village, Cihaurbeuti District, Ciamis Regency. In addition, this activity can make a positive contribution to the economic empowerment of rural communities through a pattern of BUMDes activities based on socio-cultural rural communities to increase the income and welfare of rural communities. The principle of gotong royong and participation is the main vocalist in Community Based Empowerment (in Indonesian is PKM) activities. This activity is carried out through mentoring methods which include: (1) the program initiation stage; (2) implementation stage; and (3) monitoring and evaluation stages. This activity resulted in an increase in the knowledge and skills of BUMDes managers by 50% in the management organization, so that the institution is managed quite well. In addition, there is an increase in the understanding of BUMDes managers by 75% in business management and has an impact on increasing innovation, as well as sales of BUMDes superior products.
ANALISIS KAPASITAS DUKUNG TIANG BOR PADA TANAH GRANULER (STUDI KASUS: PROYEK TOL SEMARANG – BATANG STA. 375+000 – STA. 449+200) Sobari, Muhammad
Jurnal Kajian Teknik Sipil Vol 5, No 1 (2020): JURNAL KAJIAN TEKNIK SIPIL
Publisher : Universitas 17 Agustus 1945 Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52447/jkts.v5i1.4113

Abstract

AbstrakJalan Tol Semarang–Batang adalah jalan tol yang terbentang sepanjang 75 kilometer yang menghubungkan antara Kota Semarang dengan Kabupaten Batang, Jawa Tengah. Jalan tol ini merupakan bagian dari Jalan Tol Trans Jawa yang menghubungkan Merak, Banten hingga Banyuwangi, Jawa Timur. Dalam penelitian ini akan menganalisis salah satu bagian dari sebuah kontruksi yaitu fondasi. Fondasi adalah bagian yang penting dalam sebuah kontruksi, termasuk jalan dan jembatan. Karena itu perhitungan untuk menghitung daya dukung fondasi sangat penting. Penelitian ini bertujuan untuk mengetahui daya dukung fondasi tiang bor. Metode pada penelitian ini menggunakan Metode O'Neill dan Reese dan juga Metode Poulus dan Davis. Hasil dari perhitungan Metode O'Neill dan Reese didapati nilai daya dukung (Ǫu) sebesar 10408,11 kN dan Metode Poulus dan Davis didapati nilai daya dukung (Ǫu) sebesar 18773,98 kN. Dari hasil penelitian ini didapati perbedaan hasil daya dukung (Ǫu) antara 2 metode tersebut. Kata kunci: Tiang bor, Poulus dan Davis, O'Neill dan Reese AbstractSemarang-Batang Toll Road is a toll road that runs for 75 kilometers that connects Semarang City with Batang Regency, Central Java. This toll road is part of the Trans Java Toll Road that connects Merak, Banten to Banyuwangi, East Java. In this study will analyze one part of a construction that is the foundation. Foundations are an important part of construction, including roads and bridges. Therefore the calculation to calculate the carrying capacity of the foundation is very important. This study aims to determine the carrying capacity of the bored pile foundation. The method in this study uses the O'Neill and Reese Method and also the Poulus and Davis Method. The results of the calculation of the O'Neill and Reese Method were found to be carrying capacity (Ǫu) of 10408.11 kN and the Poulus and Davis Method found a carrying capacity value (Ǫu) of 18773.98 kN. From the results of this study found differences in carrying capacity (Ǫu) between the two methods. Keywords: format, paper, template (min. 3, max. 5 words, in alphabetical order)
Co-Authors Dini Yuliani Irfan Nursetiawan Prabowo, Faizal Haris Eko