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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Teknologi Dharmakarya : Jurnal Aplikasi Ipteks Untuk Masyarakat Teknika: Jurnal Sains dan Teknologi Fondasi: Jurnal Teknik Sipil Jurnal Teknik Sipil Jurnal Pendidikan Karakter JAWARA (Jujur, Adil, Wibawa, Amanah, Religius, Akuntabel) Jurnal Teknika KACANEGARA Jurnal Pengabdian pada Masyarakat GERVASI: Jurnal Pengabdian kepada Masyarakat Jurnal Ilmiah Rekayasa Sipil Abdi: Jurnal Pengabdian dan Pemberdayaan Masyarakat Bubungan Tinggi: Jurnal Pengabdian Masyarakat APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE) Jurnal Pengabdian Dharma Wacana Jurnal Penyuuhan dan Pemberdayaan Masyarakat (JPPM) Safari : Jurnal Pengabdian Masyarakat Indonesia Civil Engineering For Community Development Jurnal Jalan Jembatan Jurnal Pengabdian Kepada Masyaraka Pelita Nusantara
Enden Mina, Enden
Universitas Sultan Ageng Tirtayasa
Agriculture, Biological Sciences & Forestry Arts Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Public Health Social Sciences Transportation Other

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Sosialisasi Pendampingan Kelompok Wanita Tani dan Penanaman Bibit di Desa Panenjoan Serang Woelandari Fathonah; Shofarina Ika Juniar Susanti; Rama Indera Kusuma; Enden Mina; Farhan Pauzul Iqbal
ABDI: Jurnal Pengabdian dan Pemberdayaan Masyarakat Vol 7 No 1 (2025): Abdi: Jurnal Pengabdian dan Pemberdayaan Masyarakat
Publisher : Labor Jurusan Sosiologi, Fakultas Ilmu Sosial, Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/abdi.v7i1.936

Abstract

Kondisi awal menunjukkan bahwa kelompok wanita tani di Desa Panenjoan masih menghadapi keterbatasan dalam pengetahuan teknis dalam manajemen pertanian salah satunya teknis penanaman bibit. Kegiatan pengabdian ini dilakukan untuk mendampingi kelompok wanita tani dan mempromosikan praktik penanaman bibit di Desa Panenjoan, Serang. Tujuan dari sosialisasi ini adalah untuk meningkatkan keterampilan dan pengetahuan anggota kelompok wanita tani dalam manajemen pertanian yang berkelanjutan serta memperkuat kontribusi mereka dalam sektor pertanian lokal, sehingga diharapkan setelah program ini dilaksanakan adanya peningkatan keterampilan tani. Metode yang digunakan meliputi persiapan, koordinasi, penyuluhan dan evaluasi. Kegiatan penyuluhan dihadiri oleh 15 peserta. Hasil dari sosialisasi ini menunjukkan peningkatan signifikan dalam pemahaman teknis anggota kelompok wanita tani tentang praktik penanaman bibit yang berkualitas sebesar 80%. Selain itu, partisipasi aktif dari para wanita tani dalam kegiatan sosialisasi ini mendorong adopsi teknologi pertanian yang lebih modern dan berkelanjutan di tingkat lokal. Dukungan kuat dari pemerintah desa dan masyarakat desa lainnya turut berperan dalam kesuksesan program ini. Kegiatan ini juga menyoroti tantangan yang dihadapi selama implementasi, seperti akses terbatas terhadap sumber daya dan pembiayaan yang memadai untuk pengembangan lebih lanjut.
Analysis of Liquefaction Potential Based on Standard Penetration Test (SPT) Data (Case Study: Transit Oriented Development Project in East Jakarta) Enden Mina; Rama Indera Kusuma; Woelandari Fathonah; Ina Asha Nurjanah; Prastika Wahid Santoso; Bayu Darmawan
Jurnal Fondasi Vol 15, No 1 (2026)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62870/fondasi.v15i1.39878

Abstract

Liquefaction is a phenomenon in which solid soil becomes liquid, affecting soil stability due to an increase in pore water pressure. Liquefaction can cause damage to building structures and infrastructure, potentially resulting in significant losses. An analysis of liquefaction potential is required and is conducted using field Standard Penetration Test data. The method used is based on the approach developed by Seed and Idriss using SPT data. This study aims to determine the Safety Factor (FS) against liquefaction by comparing the Cyclic Stress Ratio (CSR) and the Cyclic Resistance Ratio (CRR). Soil layers are categorized as having liquefaction potential if the obtained FS value is less than one. The results show that the soil profile at the study location consists of medium to stiff clay and medium to dense sand, as indicated by relatively high average N-SPT values. The SPT calculations produce high CRR values, and the CSR values at the study location are also relatively high. This is caused by the earthquake acceleration value obtained from the DEEPSOIL software, which is 0.4 g. The safety factor values at the study location range from 0.4 to 0.8 at all SPT points, where FS values less than 1 indicate that the soil has the potential to undergo liquefaction.
Study of Granular Soil Behavior under Different Drainage Conditions Ina Asha Nurjanah; Rama Indera Kusuma; Enden Mina; Woelandari Fathonah; Prastika Wahid Santoso; Midia Rahma; Abdurohim Abdurohim
Jurnal Fondasi Vol 15, No 1 (2026)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62870/fondasi.v15i1.39876

Abstract

Granular soils, such as sand and gravel, exhibit distinct mechanical behavior depending on drainage conditions during loading. This study aims to evaluate the influence of drained and undrained conditions on shear strength, deformation characteristics, and pore water pressure response of granular soils through a comprehensive literature review. The research is grounded in classical soil mechanics theories and recent studies, without conducting laboratory testing, and instead focuses on a comparative analysis of previous findings.The results indicate that under drained conditions, granular soils generally exhibit higher shear strength due to the absence of excess pore water pressure, allowing effective stress to govern soil behavior. Dense granular soils tend to exhibit dilative behavior, which contributes to increased strength and stability. In contrast, under undrained conditions, the inability of pore water to dissipate leads to the generation of excess pore water pressure, reducing effective stress and shear strength. This condition is particularly critical in loose saturated sands, where contractive behavior may trigger instability or liquefaction.Furthermore, this study contributes by providing a conceptual synthesis that integrates effective stress, pore water pressure, and deformation behavior into a unified framework for understanding granular soil response under different drainage conditionsmore reliable and safer geotechnical engineering practices.
Co-Authors Abdurohim Abdurohim Abdurohim Abdurohim Abdurohim Abdurrohim Abdurrohim Achmad Fauzi Irhamna Agustia Tridasa Agustia Tridasa Ningsih Akbar Prasetio Utomo Amalia, Risty Andi Maddeppungeng Anisa Fitri Ramadhani Aprilia Maharani Arief Budiman Arief Budiman Bambang Adhi Priyambodho Bambang Adhi Priyambodho Bayu Darmawan Cahyani, Fadhila Putri Citra Diah Kartika Dicky Damari Dwi Esti Intari Dwi Esti Intari Dwi Novi Setiawati Dwi Yanul Ihsan Ero Prahara Mahardika Eryani Siti Maryam Farhan Pauzul Iqbal Fathonah, Woelandari Fricha Desy Candra Sari Gilbran Althaf, Machammad Wally Hendrian Budi Bagus Kuncoro Hendrian Budi Bagus Kuncoro Hendrian Budi Bagus Kuncoro Hendrian Budi Bagus Kuncoro Hendrian Budi Bagus Kuncoro Heri Mulyono Herlambang Wibowo Ina Asha Nurjanah Ina Asha Nurjanah Indera Kusuma, Rama Ivani Purnama Dewi Jamatul Ridwan Jenfatika Chandra Kiki Ariandhika Muzaky Kulsum Kulsum Kuncoro, Hendrian Budi Bagus Lambok Rumiris Gultom Midia Rahma Mohamad Ainal Yaqien Muhamad Rafly Aditya Muhammad Parma Lovan Tora Muhammad Sulaiman Nabila Lita Aulia Nada Shafa Soraya Gandakusumah Naufal Abdurrasyid Ngakan Putu Purnaditya Nuri Kurniawan Nyi Raden Ruyani Pasadena Rosa Hasibuan Prastika Wahid Santoso Putu Purnaditya, Ngakan Rahmania, Bunga Raihan Afif Sukmana Rama Indera Kusuma Ramdani, Fahreza Restu Wigati Restu Wigati Restu Wigati, Restu Rifky Ujianto Rifky Ujianto Rizqi Cahyo Nugroho Rochmadi Eko Susilo Rufky Ujianto Salsabilla Meidy Arini Putri Shandi Irfani Sasmita Shofarina Ika Juniar Susanti Soedarsono Soedarsono Soelarso Soelarso Sudirman Sudirman Sunan Dwimanda Susilawati Weby Rizka Amala Yuda Inayatullah Yuli Fajarwati Yulistian Zahirah Ismi Sausan Zera Ilham Yasin Zulmahdi Darwis