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All Journal Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Jurnal Pengabdian Masyarakat Bangsa
Hosiana, Nikita
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Pemanfaatan Minyak Jelantah Menjadi Lilin Aromaterapi di Kelurahan Klaten Jawa Tengah Juwono, Harto; Naryani, Rahma Fitri; Anoga, Artalita Azjiana; Mahardika, Calvin; Fauzy, Muhammad Rifki Nur; Mardiana, Inung Arvi; Emalia, Elvina; Hosiana, Nikita; Wicaksono, Sigit Rizky
Jurnal Pengabdian Masyarakat Bangsa Vol. 2 No. 2 (2024): April
Publisher : Amirul Bangun Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpmba.v2i2.817

Abstract

Di Indonesia, menggoreng menjadi cara yang paling sering dilakukan untuk mengolah makanan. Hal ini menyebabkan jumlah limbah minyak jelantah semakin meningkat. Minyak jelantah memiliki dampak negatif bagi tubuh jika dikonsumsi secara terus menerus dan dampak negatif bagi lingkungan jika dibuang sembarangan. Maka dari itu, pengolahan limbah minyak jelantah secara tepat perlu dilakukan, salah satunya dengan pembuatan lilin aromaterapi. Kegiatan pengabdian kepada masyarakat dilaksanakan oleh mahasiswa KKN Kelompok 68 UNS pada tanggal 9 Februari 2024 di Balai RW 05 Sekalekan, Klaten yang dihadiri oleh Ibu-ibu PKK RW 05. Metode yang digunakan dalam kegiatan pengabdian ini yaitu pelatihan dan pemberdayaan masyarakat. Metode pengumpulan data dilakukan dengan observasi, wawancara, dan dokumentasi sebagai data pendukung. Hasil dari kegiatan ini yaitu pemahaman Ibu-ibu PKK tentang bahaya minyak jelantah sehingga meningkatkan kesadaran terhadap kesehatan dan lingkungan serta produk lilin aromaterapi yang dapat digunakan maupun dijual secara komersial.
Studi Perbandingan Penurunan dan Tegangan Tanah di Bawah Fondasi Lentur Menggunakan Metode Empiris dan Elemen Hingga Hosiana, Nikita; Chrismaningwang, Galuh; Surjandari, Niken Silmi; Dananjaya, Raden Harya
Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Vol 6 No 2 (2024): Desember 2024
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/modulus.v6i2.5534

Abstract

Safe infrastructure development requires a strong foundation to distribute the building load to the ground below. The study of soil behavior under load is very important in geotechnical engineering. This research aims to compare soil stress calculations using the Boussinesq and UNStrain theories and compare the settlement values at foundation corners in the immediate settlement calculations using the Steinbrenner and UNStrain methods. UNStrain is an application that uses the finite element method to calculate soil deformation and stress. However, it still requires validation because this program is still in the development stage and requires testing for accuracy. The accuracy of UNStrain application calculations was validated using empirical methods by comparing soil stress values with the Boussinesq theory. The research was carried out in the case of a flexible foundation with an evenly distributed load in longitudinal strips of 90 kN/m on sandy soil. RMSE shows a value of 2.90 kN/m² for vertical stress and 2.64 kN/m² for horizontal stress, while MAPE for vertical stress is 2.94% and horizontal stress is 5.79%, which shows that it is accurate in comparison to UNStrain soil stress calculations towards Boussinesq's theory. Calculation of the settlement at the corner of the foundation with the immediate Steinbrenner settlement produces a value of 0.40 cm and UNStrain produces a value of 0.79 cm.
Co-Authors Anoga, Artalita Azjiana Chrismaningwang, Galuh Emalia, Elvina Fauzy, Muhammad Rifki Nur Harto Juwono, Harto Mahardika, Calvin Mardiana, Inung Arvi Naryani, Rahma Fitri Niken Silmi Surjandari Raden Harya Dananjaya, Raden Harya Wicaksono, Sigit Rizky