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All Journal U Karst JURNAL REKAYASA Jurnal Ilmu Sosial, Politik dan Pemerintahan Jurnal Nyanadassana: Jurnal Penelitian Pendidikan, Sosial, dan Keagamaan Eksplorium : Buletin Pusat Pengembangan Bahan Galian Nuklir
SRIYANA
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Religion Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Education Energy Engineering Materials Science & Nanotechnology Social Sciences

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PARTISIPASI POLITIK MASYARAKAT DALAMPEMILIHAN UMUM WALIKOTA/WAKIL WALIKOTA PALANGKA RAYA TAHUN 2013 DI KECAMATAN PAHANDUT SRIYANA
Journal Ilmu Sosial, Politik, dan Ilmu Pemerintahan Vol. 3 No. 2 (2014): (8)
Publisher : Fakultas Ilmu Sosial dan Ilmu Politik, Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (162.507 KB)

Abstract

This study aims to describe how people's political participation in elections Mayor / Deputy Mayor of Palangkaraya in District Pahandut in 2013. People's political participation can be seen through the participation of the community in the campaign and polling (voting) can finally be concluded that the level of political participation of the community.Data sources of this study is secondary data which have been obtained from the District Election Committee (PPK) and Pahandut of the Voting Committee (PPS) in every village in the district Pahandut. Data collection techniques by performing the study and documentation of the village other materials related to the study. Field research is the data collection by jumping to a location using the enclosed questionnaire (questionnaire) as well as an interview with the head of the KDP Pahandut and communities have the right to vote.Sampling using Taro Yamane formula. Samples were taken of the number of voters registered in the voters list (DPT) in District Pahandut as many as 100 people from 49 160 people. While the data analysis technique used is descriptive quantitative in order to give an idea of the level of political participation in elections Mayor / Deputy Mayor Palangkaraya Pahandut Year 2013 in the district, whether it is through one's participation in the campaign and voting (voting).The results showed that the level of political participation of the community in the form of participation in campaign activities is still low at only 46 %. While the level of political participation of the community in the form of participation in the provision of voting rights (the election) is relatively high at 74.50 %.
Teori dan Praktik Vipassanā Bhāvanā Kurniawan, Pedi; Utomo, Budi; Ardiansyah, Alberd Alberto; Sriyana; Prasetiyo, Edi
Jounal Nyanadassana Vol 3 No 1 (2024)
Publisher : STAB Kertarajasa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59291/jnd.v3i1.50

Abstract

Meditasi Vipassāna Bhāvāna merupakan praktik meditasi yang sangat penting dalam ajaran Buddha, namun seringkali disalahpahami. Artikel ini bertujuan untuk mengklarifikasi konsep dan praktik meditasi Vipassāna Bhāvāna. Metode penelitian yang digunakan adalah studi kepustakaan untuk mengumpulkan data dari berbagai sumber perpustakaan. Pembahasan meliputi pengertian meditasi Vipassāna Bhāvāna, empat macam satipatthana, penghambat dalam praktik meditasi, dan langkah-langkah meditasi yang benar. Meditasi Vipassāna Bhāvāna bertujuan untuk memurnikan pikiran dari gangguan dan mencapai pemahaman penuh tentang ketidakkekalan, penderitaan, dan tanpa diri, yang merupakan landasan menuju pencerahan. Empat sattipathana meliputi perenungan terhadap tubuh, perasaan, pikiran, dan dhamma. Pentingnya pemahaman terhadap penghalang dalam meditasi juga dibahas, termasuk sepuluh macam Vipassanupakilesa dan empat Vipallasa-Dhamma. Artikel ini juga menyoroti langkah- langkah penting dalam praktik meditasi Vipassāna Bhāvāna, termasuk pemilihan tempat yang nyaman, perhatian pada napas, dan bimbingan guru meditasi. Dengan demikian, artikel ini bertujuan untuk memberikan pemahaman yang lebih baik tentang meditasi Vipassāna Bhāvāna dan menghindari kesalahpahaman yang sering terjadi.
PENGARUH KEGIATAN KONSERVASI LAHAN PADA KEGIATAN CSWMDR (COUNTERMEASURE FOR SEDIMENT IN WONOGIRI MULTIPURPOSE DAM RESERVOIR) TERHADAP LAJU EROSI LAHAN DI DAERAH TANGKAPAN AIR (DTA) WADUK WONOGIRI Swastika, Dian; Wulandari, Dyah Ari; Sriyana; Maulana, Rifki
JURNAL REKAYASA Vol. 13 No. 1 (2023): Jurnal REKAYASA
Publisher : Fakultas Teknik Sipil dan Perencanaan. Universitas Bung Hatta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37037/jrftsp.v13i1.138

Abstract

Sedimentasi merupakan salah satu permasalahan utama dalam pengoperasian dan pemeliharaan waduk karena dapat menyebabkan penurunan fungsi waduk, demikian juga yang terjadi di Waduk Wonogiri yng telah beroperasi sejak Tahun 1982. JICA Study Team pada tahun 2007 telah menghitung besaran produksi erosi tahunan on farm (lahan) dan off farm (bangunan fisik) yang terjadi di seluruh DAS yang mengalir masuk ke Waduk Serbaguna Wonogiri sebesar 17.279 juta ton per tahun. JICA Study Team melaksanakan kegiatan fisik konservasi Daerah Aliran Sungai (DAS) berbasis masyarakat dalam rangka pelaksanaan Program Countermeasure for Sediment in Wonogiri Multipurpose Dam Reservoir (CSWMDR) yang dibagi menjadi 2 program kerja, yaitu JICA Slice I (pada Tahun 2015) dan JICA Slice II bertujuan untuk mendapatkan laju erosi dan penurunan erosi dengan capaian sesuai dengan target yang telah ditetapkan dalam Implementation Plan.Tujuan dari penelitian ini adalah menganalisis laju erosi pada present condition dan future condition serta penurunan erosi lahan pada kegiatan konservasi CSWMDR penanggulangan sedimentasi di Waduk Wonogiri guna mendukung program kerja JICA Slice II menggunakan metode USLE serta bantuan Software ArcGIS dan tools tambahan Spatial Analyst dan Model Builder. Berdasarkan hasil analisis didapatkan jumlah laju erosi di 10 desa sasaran pada present condition sebesar 158.809,21 m3/tahun, sedangkan jumlah laju erosi pada future condition sebesar 110.354,92 m3/tahun, dan jumlah penurunan laju erosi sebesar 16.268,27 m3/tahun.
Identifikasi Patahan Menggunakan Analisis Data Deformasi Tanah di Tapak RDE Serpong Suntoko, Hadi; Sriyana
EKSPLORIUM Vol. 38 No. 2 (2017): NOVEMBER 2017
Publisher : BRIN Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17146/eksplorium.2017.38.2.3352

Abstract

Experimental Power Reactor (EPR) site is located in Serpong and it has a distance of ± 67 km from the Cimandiri active fault. Result of EPR site evaluation show that it is feasible and safe from the active fault. However, it is necessary to monitor the rock deformation by using Global Positioning System(GPS) tool. The goal is to obtain precise coordinates through GPS data to identify the presence of active fault activity and its impact on the site. The monitoring is using six measuring points configuration mounted crossing the southeast-northwest suppose fault line direction. The research method is using coordinate data collection from BATAN GPS periodic station and BIG GPS continuous station in radius 25 km. Data processing is using Bernese Version 5.2 Software, proceed radially from station 1 as reference point and then continued by data interpretation. The Analysis result shows that the fault/tectonic condition near EPR site is in the range of 0.05 microstrain which is an area with stable tectonic condition.
Increasing the Safety Factor of Clay Shale Slopes Using Bored Pile by Limit Equilibrium Method Simanjuntak, Mario Antoni; Fathki, Redha; Sriyana
UKaRsT Vol. 9 No. 2 (2025): NOVEMBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/ukarst.v9i2.7106

Abstract

The clay shale slopes of the Rukoh Dam Supplementary Structure exhibit high susceptibility to weathering and shear strength reduction, which directly impacts long-term stability. This vulnerability demonstrates the importance of slope reinforcement and the need to consider the fully softened condition that represents the long-term behavior of degraded clay shale material in the field. This study aims to determine the stability of the Rukoh Dam Supplementary Structure’s clay shale slopes with bored pile reinforcement. Soil characteristic data were tested in the Laboratory to obtain shear strength. Evaluations were performed at peak and fully softened conditions using Fellenius and Plaxis LE calculations. The bored pile design was calculated based on the slope stability evaluation results and requirements to achieve a safety factor of 1.5. The results showed that slope stability was significantly reduced when the material was fully softened, with a safety factor of 0.74, thus not meeting long-term service requirements. Increasing the stability to FS 1.5 was achieved using a bored pile system with a diameter of 0.8 m and a total length of about 11 m, which can provide a moment capacity of about 364,818 kNm. These findings indicate that bored pile reinforcement can improve long-term slope stability under clay shale conditions.
Co-Authors Ardiansyah, Alberd Alberto Budi Utomo Dyah Ari Wulandari Fathki, Redha Hadi Suntoko Kurniawan, Pedi Maulana, Rifki Prasetiyo, Edi Simanjuntak, Mario Antoni Swastika, Dian