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All Journal ABDI MOESTOPO: Jurnal Pengabdian pada Masyarakat Indonesian Journal of Construction Engineering and Sustainable Development Jurnal Rekayasa Lingkungan Terbangun Berkelanjutan
Christy Anandha Putri, Christy Anandha
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Humanities Civil Engineering, Building, Construction & Architecture Environmental Science

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ANALISIS DAYA DUKUNG DAN PENURUNAN FONDASI TIANG BOR DENGAN METODE PEMBEBANAN DUA ARAH Hakim, Arsal; Kawanda, Aksan; Putri, Christy Anandha
Jurnal Rekayasa Lingkungan Terbangun Berkelanjutan Vol. 1 No. 1 (2023): Januari – Juni
Publisher : Jurusan Arsitektur Fakultas Teknik Sipil dan Perencanaan Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/jrltb.v1i1.7786

Abstract

Untuk mengukur daya dukung dari fondasi diperlukan pengujian pembebanan pada tiang, guna menentukan hal tersebut maka perlu dilakukan pengujian pada tiang fondasi. Metode pengujian yang digunakan pada penelitian ini adalah metode pengujian pembebanan dua arah, metode ini merupakan metode pengujian pembebanan dengan memberikan tekanan dua arah pada tiang fondasi. Pengujian dilakukan pada tiang fondasi bor yang memiliki diameter 1800 mm dengan panjang efektif 70 m dengan kondisi tanah disekitar merupakan tanah lunak. Hasil dari pengujian metode pembebenan dua arah akan dianalisa dengan metode perhitungan equivalent load dan interpretasi data sehingga menghasilkan daya dukung ultimit sebesar 16091,9 kN dengan penurunan 18,53 mm. Hasil perhitungan tersebut akan dibandingkan dengan hasil perhitungan analisis statik yang menggunakan metode perhitungan Reese & Wright dan Vesic, dari hasil perhitungan metode statik menghasilkan nilai besaran daya dukung sebesar 16960,5 kN dan nilai besaran penurunan sebesar 24.56 mm. Hasil perbandingan dari kedua metode tersebut menunjukan bahwa nilai besaran daya dukung dan penurunan pembebanan dua arah lebih kecil 5 % dan 25 % dibandingkan nilai besaran daya dukung dan penurunan dari hasil perhitungan analisis statik.
Peningkatan Literasi Kesehatan Gigi pada Pekerja Migran Indonesia di Taiwan Yusra, Yohana; Putri, Christy Anandha; Rinanti, Astri; Ariani, Ariani
ABDI MOESTOPO: Jurnal Pengabdian Pada Masyarakat Vol 9, No 1 (2026): Januari 2026
Publisher : Universitas Prof. Dr. Moestopo (Beragama)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32509/abdimoestopo.v9i1.6328

Abstract

Dental caries and periodontal disease remain highly prevalent in Indonesia and are closely related to low oral health literacy and suboptimal preventive behaviors. Indonesian migrant workers face additional barriers to accessing dental care, including language constraints, long working hours, and limited information on insurance-covered services. This community-based service program aimed to improve oral health literacy and facilitate early detection of dental problems among Indonesian migrant workers in Taiwan through an integrated “Screen–Teach–Refer” model with local diaspora organizations. Activities included needs assessment with community leaders, intraoral examination using the DMF-T index, structured education on caries prevention, fluoride use, toothbrushing techniques, sugar intake, and the importance of six-monthly dental visits, as well as demonstration and guided practice of proper toothbrushing and information on NHI dental clinics. The program reached adult migrant workers, enabled on-site detection of untreated caries and missing teeth, and prompted active participation in education sessions. Preliminary responses suggest improved understanding of daily preventive practices and available NHI-covered dental services.
A REVIEW OF SOIL DEVELOPMENT IDENTIFICATION IN INDONESIA BASED ON FREE SWELLING INDEX Maulani, Tika Febriayu; Putri, Christy Anandha
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 8 No 2 (2025): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/

Abstract

Expansive soil is a type of clay that undergoes significant volume changes due to changes in moisture content, and can cause serious damage to construction if not identified at the planning stage. This research aims to review the identification method of expansive soil development degree in Indonesia through a literature study of six previous studies. The analysis was based on the type of test, soil physical parameters, sample location, and classification criteria used, such as Chen (1975), Raman (1967), Seed (1962), and other standards. The review showed that the majority of studies relied on indirect approaches, such as Atterberg Limit testing and grain gradation analysis, which generally resulted in medium to very high classifications. However, there are inconsistencies between the results of indirect and direct methods. One of the direct methods that has been introduced is the Free Swelling Index (FSI) based on the Indian standard IS: 2720-40 (1977), which is considered simple, fast and applicable, but is still rarely used in Indonesia. Therefore, this study recommends the application of the two approaches and the utilization of FSI as a more accurate and efficient alternative for the initial identification of expansive soils.
Co-Authors Ariani Ariani Hakim, Arsal Kawanda, Aksan Maulani, Tika Febriayu Yohana Yusra