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B Erdiansyah Putra
Universitas Muhammadiyah Bima
Agriculture, Biological Sciences & Forestry Automotive Engineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Mathematics Mechanical Engineering Social Sciences Transportation Other

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ANALYSIS OF SOIL SUPPORTING FORCES (CASE STUDY OF BUILDING II MUHAMMADIYAH UNIVERSITY OF BIMA) Isra Junna; didin Najimudin; B. Erdiansyah Putra; Tri Satriawansyah
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 9, No 2 (2023): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v9i2.8050

Abstract

Bima City is one of the municipalities in West Nusa Tenggara, where the location is at the far end of the island of Sumbawa with hilly contours following the coastline, Muhammadiyah Bima University is a university that is growing rapidly in terms of students so it is very important to fulfill lecture facilities and infrastructure. The construction of Campus II Muhammadiyah University of Bima, which is a 5-storey building, of course, must be carefully planned for the carrying capacity of the soil due to the condition of the soil over land conversion from agricultural land to development which causes the soil's bearing force to be unstable. The sondir method is a technical step to determine the allowable depth of soil density so that it can determine the use of the type of foundation in the Bima Muhammadiyah University Building. From the results of the study of the carrying capacity of the soil for a depth range of more than 19.60 m with the highest Qc value of 83 Kg/Cm2, it is included in the category of soil with a permit carrying capacity. While the soil carrying capacity for a depth range of 19.80 m with a Qc value of 133 Kg/Cm2 is included in the rigid soil bearing capacity category.
Sosialisasi Infrastruktur Sanitasi Permukiman Berbasis Kesehatan Lingkungan Desa Raba Kabupaten Bima: Socialisation Of Environmental Health-Based Settlement Sanitation Infrastructure Raba Village Bima District B Erdiansyah Putra; Sharwanda Asfarina; Syahrir
Journal of Excellence Humanities and Religiosity Vol. 2 No. 2 (2025): July (2025)
Publisher : Journal of Excellence Humanities and Religiosity

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34304/joehr.v2i2.310

Abstract

Infrastruktur sanitasi yang memadai adalah komponen penting untuk memastikan keberlanjutan lingkungan dan kesehatan masyarakat permukiman. Infrastruktur ini harus dirancang, dibangun, dan dipelihara dengan baik untuk menjamin kesehatan dan lingkungan. Pengabdian ini bertujuan untuk memberikan informasi tentang teknik sanitasi yang ramah lingkungan kepada masyarakat. Guna mendapatkan perencanaan data base sebagai upaya pengelolaan sanitasi berkelanjutan. Metode yang digunakan yaitu dengan melakukan sosialisasi terkait infrastruktur sanitasi, penyuluhan pola hidup bersih dan sehat dan verifikasi kelayakan sanitasi permukiman. Hasil dari kegiatan sosialisasi menunjukkan bahwa kebutuhan akan infrastruktur sanitasi masyarakat Desa Raba masih sangat banyak, hal ini disebabkan karena belum ada yang memiliki akses sanitasi maupun sistim pengolahan air limbah yang sesuai standar teknis dan berdasarkan MBR masih ada 17, 14 dan 11 unit belum memiliki akses sanitasi di masing-masing dusun di Desa Raba Kecamatan Wawo Kabupaten Bima.
Co-Authors Abdul Haris Ananda Galang Wangsa5 Apriansyah, Muh Asfarina, Sharwanda didin Najimudin Fathurrahman Gunawan Gunawan Ika Wirahmad Indra Gunawan Isra Junna Israjunna, Israjunna M Ikraman M. Ziaul Fikar Marweli Marweli Muh. Apriansyah Muh. Jamaludin Sowanto Sowanto St. Zulaiha Nurhajarurahmah Syahrir Syahrir Tri Satriawansyah