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Analisis Daya Dukung Pondasi Cerucuk Menggunakan Data Cone Penetration Test CPT dengan Metode Empiris Bedasarkan Pendekatan Mayerhoff (1976) dan Metode Vesic (Studi kasus : Penggantian Jembatan Telabah Kotor, Kota Mataram) Ramadhan, Weni Nopia; Hamdani, Hafiz; Hidayati, Nurul
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.v5i4.21089

Abstract

Pondasi pipa cerucuk adalah salah satu jenis pondasi yang berfungsi untuk meningkatkan daya dukung tanah, khususnya pada karakteristik tanah lunak atau granular. Penggunaan pondasi ini menjadi solusi untuk mendukung beban bangunan infrastruktur, seperti di proyek penggantian Jembatan Telabah Kotor. Penelitian ini bertujuan menganalisis kapasitas daya dukung pondasi cerucuk dengan memanfaatkan data Cone Penetration Test (CPT) seperti metode empiris Mayerhof (1976). Nilai CPT digunakan untuk menentukan tahanan ujung dan selimut pondasi. Dari hasil analisa menunjukkan bahwa daya dukung tunggal (Qall) pada titik S1 sebesar 2,7967 ton dan titik S2 sebesar 1,9677 ton. Daya dukung kelompok (Qg) masing-masing adalah 47,2915 ton dan 33,2740 ton. Seluruh hasil melebihi kebutuhan desain sebesar 11,09 ton, maka pondasi cerucuk pada lokasi tersebut dapat dinyatakan aman dan layak digunakan.
Peningkatan kesadaran warga sekitar sungai luk, desa Sambik Bangkol terhadap mitigasi banjir lokal melalui sosialisasi penerapan sistem eko-hidrolik dan “resik-resik kali” Muhammad Khalis Ilmi; Hidayat, Ari Ramadhan; Swahip; Hidayati, Nurul; Semengasbumi, Ringgi Puteri; Wahyuningsih, Titik; Efendy, Anwar; Hamdani, Hafiz; Toyyib, Mukhtar; Pratama, Dika
Rengganis Jurnal Pengabdian Masyarakat Vol. 5 No. 2 (2025): November 2025
Publisher : Pendidikan Matematika, FKIP Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/rengganis.v5i2.923

Abstract

In 2013 and 2020, local flooding events occurred along the river segment adjacent to the area of Luk Barat Hamlet. These incidents resulted in the collapse of a resident’s wall, damage to structural elements of the Luk River Bridge, the blockage of a nearby spring, and the inundation of several houses within Luk Barat Hamlet. It is anticipated that similar disaster events may recur in the future. Therefore, it is necessary to enhance community education regarding flood mitigation through the dissemination of the Eco-Hydraulic System and the “Resik-Resik Kali”. The method employed in this community engagement activity involved a knowledge transfer approach through socialization sessions, followed by participatory discussions with local residents. The program concluded with the distribution of banana seedlings and the implementation of a “resik-resik kali” activity. This community engagement initiative successfully increased residents’ understanding of potential flood hazards and their associated risks, the benefits of applying an eco-hydraulic system utilizing banana trees for local flood mitigation, as well as practical insights into the “resik-resik kali” activities that have been widely implemented in other regions.
PENGAPLIKASIAN MSPAS DI MSPROJECT PADA PROYEK PEMBANGUNAN GEDUNG KULIAH DAN LABORATORIUM POLITEKNIK PARIWISATA LOMBOK: PENGAPLIKASIAN MSPAS DI MSPROJECT PADA PROYEK PEMBANGUNAN GEDUNG KULIAH DAN LABORATORIUM POLITEKNIK PARIWISATA LOMBOK Mubarak, Rajabi; Hamdani, Hafiz; Nur, M. yusuf
Bangun Rekaprima Vol. 11 No. 2 (2025): Oktober 2025
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/bangunrekaprima.v11i2.7224

Abstract

Project scheduling is a crucial component of construction management, serving as a reference for controlling time, resources, and project progress. Selecting an appropriate scheduling method is essential to ensure that project implementation proceeds effectively and efficiently. This study examines the application of the Model Schedule Project ala Syafriandi (MSPAS) method in a construction project using Microsoft Project software. MSPAS consists of three main components—planning, scheduling, and tracking—which collectively provide comprehensive information regarding project duration, activity dependencies, resource performance, and progress evaluation. The results indicate that the use of MSPAS enhances project efficiency by reducing the project duration from 270 days to 256 days, as well as decreasing indirect project costs by IDR 298,453,596. Furthermore, 287 critical activities were identified, including preparatory work, structural work, architectural work, mechanical, electrical, and plumbing tasks. Therefore, MSPAS can be considered an effective method for optimizing project time and cost in construction management.