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All Journal Journal La Multiapp Rengganis Jurnal Pengabdian Masyarakat Prosiding Seminar Nasional Teknik Sipil UMS Innovative: Journal Of Social Science Research
Ilmi, Muhammad Khalis
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Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Engineering Law, Crime, Criminology & Criminal Justice Mathematics Public Health Social Sciences Other

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Penyuluhan Pemanfaatan Kayu Sebagai Konstruksi Rumah Hunian Di Desa Sama Guna, Kecamatan Tanjung, Kabupaten Lombok Utara Hidayati, Nurul; Adiansyah, Joni Safaat; Wahyuningsih, Titik; Hidayat, Ari Ramdhan; Ilmi, Muhammad Khalis; Yustissiani, Erni; Saputra, Adi; Fikri, M. Ali; Amandari, Ringka Ninis
Rengganis Jurnal Pengabdian Masyarakat Vol. 4 No. 2 (2024): November 2024
Publisher : Pendidikan Matematika, FKIP Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/rengganis.v4i2.449

Abstract

Sama Guna Village is one of the villages in Tanjung District, North Lombok Regency which is the location of service by the Civil Engineering Study Program Service Team of Muhammadiyah Mataram University related to counseling on the use of wood as a residential house. The location of Sama Guna Village which is still beautiful and has a lot of green land makes this suburban a village that is considered appropriate and in accordance with the theme of the counseling to be carried out. The purpose of this service is to provide and share knowledge with the local community related to the introduction of good wood characteristics and can be used as a material for building residential houses for the community so that houses built from wood can become durable, strong, and long-lasting residential houses. The method used was presentation and discussion with the local community which took place on Saturday, June 15, 2024 starting at 10:00 - 12:30 WITA at the meeting room in Sama Guna Village. This activity ran smoothly and orderly, during the implementation of the activity the participants were very enthusiastic about participating in the activity, this was seen from the enthusiastic questions and answers that occurred with a total of 20 participants.
Analisis Keseimbangan Air (Water Balance) Bendungan Meninting Kabupaten Lombok Barat Wahyudi, Deno; Rusyda, M. Islamy; Hidayat, Ari Ramadhan; Ilmi, Muhammad Khalis
Prosiding Seminar Nasional Teknik Sipil UMS 2025: Prosiding Seminar Nasional Teknik Sipil UMS
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Indonesia masih akan terus melakukan pembangunan infrastruktur setiap tahunnya untuk memberikan pelayanan yang lebih baik kepada masyarakat yang membutuhkan, salah satunya adalah pembangunan bendungan. Bendungan Meninting didesain supaya dapat memenuhi kebutuhan air untuk wilayah yang berada dalam cakupannya. Sebuah keseimbangan air (water balance) akan tercipta dari hubungan antara ketersediaan air dan kebutuhan air yang stabil. Analisis ini menggunakan metode F.J. Mock untuk memperoleh nilai ketersediaan air. Untuk analisis kebutuhan air baku dan eksploitasi dihitung dengan metode aritmatik dan geometrik untuk mencari nilai pertumbuhan penduduk guna memperoleh jumlah penduduk pada tahun yang ditinjau dan untuk kebutuhan air irigasi digunakan analisis nilai hujan efektif untuk kebutuhan di intake. Langkah terakhir yaitu perhitungan keseimbangan air (water balance) dengan mencari besarnya nilai faktor K. Diperoleh besar inflow rerata tahunan yaitu 40,73 juta m3. Hasil untuk analisis kebutuhan air baku dan eksploitasi diperoleh nilai rata-rata untuk 20 tahun kedepan pada Kecamatan Gunung Sari yaitu 161,65 liter/detik dan untuk Kecamatan Batu Layar yaitu 82,30 liter/detik. Hasil analisis untuk kebutuhan air irigasi diperoleh untuk Sistim Meninting yaitu 3541,2 liter/detik dan Sistim Jangkok yaitu 8307 liter/detik. Selanjutnya hasil analisis keseimbangan air mendapatkan nilai faktor K diatas nilai 1, sehingga ketersediaan air selama 12 bulan tercukupi.
Material Volume Efficiency Study Using Tekla Structure and Revit Software Suta, Tipala Prama; Hamdani, Hafiz; Ilmi, Muhammad Khalis
Journal La Multiapp Vol. 6 No. 5 (2025): Journal La Multiapp
Publisher : Newinera Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37899/journallamultiapp.v6i5.2445

Abstract

The development of technology in the construction industry drives the need for efficient and accurate planning methods, especially in material volume estimation which affects the budget and smooth running of the project. This study aims to compare the efficiency of material volume estimation between Two Building Information Modelling-Base software, namely Tekla Structure and Autodesk Revit. The study was conducted on the construction project of DPRD Building in North Lombok Regency. The method used includes modelling the main building structure such as foundations, sloofs, columns, beams, floor slabs, and roof structures in both software base on the same technical data. The estimated concrete volume and reinforcement weight data from each software were then analyzed quantitatively and compared with the conventional method. The results show that the concrete volume of the conventional method is about 7,8% larger than the results from Revit and Tekla. Meanwhile, the conventional method’s estimated reinforcement wight is up to 17,6% higher. Each software provides almost identical outputs, albeit with different approaches and interface. The efficiency is particularly noticeable in structural elements such as beams and floor slabs. These findings suggest that the use of BIM in the planning process can improve the accuracy of material estimation, minimize potential waste, and support more effective and accurate construction planning.
Analisis Daya Dukung Pondasi Bored Pile Struktur Jembatan Gantung dengan Menggunakan Metode Meyerhof dan Tomlinson Berdasarkan Data Standard Penetration Test (SPT) Syahputri, Sukma Nurani; Hamdani, Hafiz; Ilmi, Muhammad Khalis; Hidayat, Ari Ramadhan
Innovative: Journal Of Social Science Research Vol. 5 No. 4 (2025): Innovative: Journal Of Social Science Research
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/innovative.v5i4.21003

Abstract

Pondasi bored pile digunakan pada pembangunan Jembatan Gantung di Desa Lantan, Kabupaten Lombok Tengah, untuk menyalurkan beban struktur ke tanah yang lebih stabil. Penelitian ini bertujuan menganalisis kapasitas daya dukung pondasi bored pile dengan membandingkan metode Meyerhof dan Tomlinson terhadap metode Luciano Décourt yang digunakan pada perencanaan proyek. Data diperoleh dari uji Standard Penetration Test (SPT) dan dihitung secara manual untuk memperoleh daya dukung maksimum dan izin pada titik B1 dan B2. Hasil menunjukkan Meyerhof menghasilkan 429,89 ton dan 618,06 ton, Tomlinson 119,17 ton dan 237,49 ton, sedangkan Luciano Décourt memberikan nilai moderat berbasis korelasi N-SPT. Perbedaan ini menegaskan pentingnya memilih metode yang tepat guna menjamin keamanan dan efisiensi perencanaan pondasi bored pile pada kondisi tanah serupa. Kata Kunci: bored pile, daya dukung, data SPT, metode Mayerhoff, metode Tomlinson.
Co-Authors Adi Saputra Amandari, Ringka Ninis Erni Yustissiani Fikri, M. Ali Hamdani, Hafiz Hidayat, Ari Ramadhan Hidayat, Ari Ramdhan Joni Safaat Adiansyah Nurul Hidayati Rusyda, M. Islamy Suta, Tipala Prama Syahputri, Sukma Nurani Titik Wahyuningsih Wahyudi, Deno