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Penyelidikan Tanah Lapangan untuk Pembangunan dan Renovasi dan Perubahan Fungsi Dari Hotel Menjadi Rumah Sakit Sundary, Devi; Munirwansyah, Munirwansyah; Gunawan, Hendra; Chairullah, Banta; Munirwan, Reza Pahlevi
PESARE: Jurnal Pengabdian Sains dan Rekayasa Vol 1, No 1 (2023): Oktober 2023
Publisher : Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/pesare.v1i1.34106

Penyelidikan tanah lapangan adalah tahap kunci dalam perencanaan dan pelaksanaan proyek konstruksi, renovasi, dan perubahan fungsi bangunan. Transformasi bangunan ini memerlukan pemahaman yang mendalam tentang karakteristik tanah, karena kondisi tanah yang baik akan memastikan keberhasilan proyek dan keamanan bangunan yang akan dibangun. Penyelidikan tanah adalah proses mendalam yang mencakup pemetaan lapisan tanah, pengukuran tahanan tanah, dan penentuan kapasitas dukungan tanah. Dalam konteks ini, tahanan ujung dan tahanan kulit tanah menjadi faktor utama yang digunakan untuk mengevaluasi kemampuan tanah dalam menopang beban bangunan yang baru. Pentingnya penyelidikan tanah dalam proyek ini terletak pada pemilihan fondasi yang tepat untuk bangunan rumah sakit yang akan datang. Dengan mengetahui karakteristik tanah, insinyur dapat merancang fondasi yang sesuai untuk memastikan keamanan dan ketahanan struktural. Dalam kesimpulan, penyelidikan tanah lapangan adalah langkah penting dalam transformasi dari hotel menjadi rumah sakit. Dengan pemahaman yang mendalam tentang kondisi tanah di lokasi proyek, kita dapat memastikan bahwa rumah sakit yang akan dibangun akan kokoh, aman, dan sesuai dengan kebutuhan masyarakat dalam sektor perawatan kesehatan.

Analisis Daya Dukung Axial Pondasi Tiang Pancang Dengan Menggunakan Metode Kalendering Hasil Uji Pile Driving Analyzer Munirwansyah, Munirwansyah; Munirwan, Reza Pahlevi; Mufid, Fauzan
Teras Jurnal : Jurnal Teknik Sipil Vol. 12 No. 1 (2022): Volume 12 Nomor 1, Maret 2022
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v12i1.618

Abstrak Pondasi adalah sebuah sistem rekayasa yang bekerja dengan meneruskan dan menopang beban serta beratnya sendiri ke tanah dasar (bearing layer) yang terletak di bawah pondasi. Jembatan Alue Lamteh merupakan jembatan yang berlokasi di Kecamatan Kuta Cot Glie, Kabupaten Aceh Besar berada pada koordinat 5°2342,4 LU dan 95°2935,9 BT. Jembatan ini masuk ke dalam Ruas Jalan Nasional Banda Aceh-Medan akan melayani pergerakan lalu lintas yang tergolong padat dengan banyak dilintasi oleh truk bermuatan besar. Tujuan dari penelitian ini adalah untuk menganalisis daya dukung dinamis pondasi tiang pancang melalui penggunaan data pengujian kalendering pada pekerjaan jembatan tersebut dengan menggunakan metode formula dinamik, ada tiga metode analisis yang digunakan, yaitu masing masing menggunakan metode Danish, metode AASHTO dan metode Gates dengan menggunakan data final set (s) capaian yang diizinkan untuk masing metode sebesar 24, 16 dan 12 mm. Hasil analisis kapasitas daya dukung dinamik yang diperoleh dengan ketiga metode tersebut, yakni dengan menggunakan metode Danis. AASHTO dan Gates, masing-masing ditemukan daya dukung dinamik yang semakin meningkat dari 121,477 ton paling rendah, meningkat menjadi 241.047 ton dan menjadi 1267,051 ton sebagai daya dukung dinamis paling besar. Kata kunci: Pondasi tiang pancang, pengujian kalendering, formula dinamis, final set. Abstract The foundation is an engineering system that works by transmitting and supporting the load and its own weight into the subgrade (bearing layer) located below it. The Alue Lamteh Bridge is a bridge located in Kuta Cot Glie District, Aceh Besar Regency with coordinates at 5°23'42.4" North Latitude and 95°29'35.9" East Longitude. The bridge that enters the Banda Aceh-Medan National Road Section has a relatively heavy traffic movement with many large trucks being traversed. The purpose of this study was to analyze the dynamic bearing capacity of the pile foundation using calendaring test data on the Alue Lamteh Bridge widening project using the dynamic formula method, namely using the the Danis method, AASHTO method and the Gates method. Based on the results of the calculation of the carrying capacity of the carrying capacity using the the Danis method, AASHTO method and the Gates method, it was found that the largest dynamic carrying capacity value was using the Gates method, with the final set value 24, 16 and 12 mm respectively. of 121.477 ton, 241.047 ton and 1267,051 tons. while the large value of dynamic carrying capacity is using the Gates method. Keywords: pile foundations, calendering test, dynamic formula, final set.

Disaster and Rehabilitation in Civil Engineering Munirwan, Reza Pahlevi; Putra Jaya, Ramadhansyah; Mohd Taib, Aizat
Disaster in Civil Engineering and Architecture Vol. 1 No. 1: October 2024
Publisher : Popular Scientist

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70028/dcea.v1i1.15

We are excited to announce the launch of the 2024 edition of the Disasters in Civil Engineering and Architecture journal. In this first volume, the issue focuses on the impact of natural and man-made disasters on civil infrastructure and the methods employed to rehabilitate and restore damaged systems. Civil engineers play a critical role in disaster management, from risk assessment and mitigation strategies to post-disaster recovery.

Green and Resilient: Strategies for Next-Generation Infrastructure Munirwan, Reza Pahlevi; Putra Jaya, Ramadhansyah; Mohd Taib, Aizat
Disaster in Civil Engineering and Architecture Vol. 2 No. 1: April 2025
Publisher : Popular Scientist

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70028/dcea.v1i2.38

We are pleased to announce the second edition of the Disasters in Civil Engineering and Architecture journal. The pursuit of sustainable and resilient infrastructure continues to be a key focus in the fields of civil engineering and architecture. The second volume features recent studies that explore innovative and eco-friendly approaches in pavement and geotechnical engineering, address structural challenges, tsunami disaster and provide insights into seismic analysis.

Interpreting Masonry Wall Cracking through Moisture-Induced Ground Movement and Soil–Structure Interaction in Fine-Grained Soils Fachri Fachri; Jumelia Ardika; Reza Pahlevi Munirwan; Munawir Munawir; Fitri Zaitun Nurnalisa
INSOLOGI: Jurnal Sains dan Teknologi Vol. 5 No. 3 (2026): Juni 2026
Publisher : Yayasan Literasi Sains Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55123/insologi.v5i3.8017

This study investigates low rise construction located in Aceh Besar, Aceh Province – Indonesia, with shallow strip masonry foundation system exhibiting wall cracking on their wall sections. The damage is suspected caused by the shrink – swell behaviour in fine-grained moisture sensitive soil. Laboratory testing was conducted to obtain soil properties including water content, unit weight, Atteberg Limits and sieve analysis for soil gradation. Further, by using the soil mechanic framework, the analysis shows that seasonal change in moisture content leads to shrink-swell behaviour and volumetric change. The volumetric change was spatially non-uniform causing differential local movement in the supporting ground beneath foundation. The observed crack patterns are in agreement with this local ground settlement inducing tensile stress in masonry infill wall due to this differential movement of ground support. The findings reflect that even soil with moderate plasticity and activity can caused significant structural stress upon subjected to drying-wetting cycle. The study also indicates that the main cause of this damage is the incompatibility between supporting ground with the above rigid body of structure due to non-uniformity volumetric change in supporting ground induced by shrink-swell behaviour of soil. In general, several essential things to highlight for this study are environmental condition change, soil behaviour and structural response/soil structure interaction in low rise construction with shallow foundation system.

Potensi Penambahan Pasir Bentonit Pada Tanah Lempung Untuk Stabilisasi Tanah Munirwan, Reza Pahlevi
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 2 No 3 (2023): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v2i3.631

In civil engineering projects, soil must possess adequate bearing capacity to be utilized as a building material and as a construction material for soil-based structures. One effective approach for enhancing the load-bearing capacity of soil is the utilization of soil stabilization techniques. The improvement of the load-bearing capacity of clay soils can be achieved through the application of chemical stabilization techniques such as by using bentonite sand. The objective of this research is to investigate the effect of using bentonite sand as a stabilizing agent on the compaction parameter of clay soil. The experimental testing conducted in this study follows the guidelines outlined by the ASTM standard. Additional modifications were implemented on bentonite sand at concentrations of 2%, 4%, and 6%. The results of incorporating bentonite sand into the clay soil were evaluated in terms of the maximum dry density (MDD) and optimum moisture content (OMC) values. In general, the addition of bentonite sand to clay soil results in an increase in the maximum dry density (MDD) and optimum moisture content (OMC) values.

Analisis Respons Struktur Flat Slab-Drop Panel terhadap Beban Lateral pada Basement Bangunan Rumah Sakit Hafiz, Dhamar Abu; Idroes, Imransyah; Hady, Munirul; Bunyamin, Bunyamin; Pramanda, Heru; Munirwan, Reza Pahlevi
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1166

Floor slabs are a primary component in building structural systems, typically comprising slabs, beams, and columns. However, advances in construction technology have enabled the adoption of flat slab systems, where slabs are directly supported by columns with or without thickening elements (drop panels), offering spatial efficiency and construction simplicity. The key issue addressed in this study is the influence of drop panels on structural response, particularly under lateral loading in basement structures. This study aims to evaluate the behavior of flat slab systems with and without drop panels subjected to lateral loads in the Cempaka Lima General Hospital building, Banda Aceh, Indonesia. The methodology involves the collection of primary data, including field measurements and building coordinates, as well as secondary data such as regional maps, seismic hazard maps, and as-built drawings. Structural analysis was conducted by comparing the response of both systems under earthquake loading using the time history method. The results indicate that the structure with drop panels exhibits a higher maximum axial force of 29,564.37 kN compared to 20,714.64 kN in the system without drop panels. The highest base shear values were also observed in the structure with drop panels, reaching 8,221.75 kN in the X direction and 8,112.79 kN in the Y direction. Displacement increased with the inclusion of drop panels, from 0.244 mm to 0.495 mm in the X direction and from 0.564 mm to 0.928 mm in the Y direction. Nevertheless, inter-story drift remained within the allowable limit of 2% as specified in SNI 1726:2019. These findings suggest that the use of drop panels enhances structural capacity against lateral loads; however, the associated increase in deformation must be carefully considered in practical design applications.

Analisis Daya Dukung Axial Pondasi Tiang Pancang Dengan Menggunakan Metode Kalendering Hasil Uji Pile Driving Analyzer Munirwansyah Munirwansyah; Reza Pahlevi Munirwan; Fauzan Mufid
Teras Jurnal : Jurnal Teknik Sipil Vol. 12 No. 1 (2022): Volume 12 Nomor 1, Maret 2022
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v12i1.618

Abstrak Pondasi adalah sebuah sistem rekayasa yang bekerja dengan meneruskan dan menopang beban serta beratnya sendiri ke tanah dasar (bearing layer) yang terletak di bawah pondasi. Jembatan Alue Lamteh merupakan jembatan yang berlokasi di Kecamatan Kuta Cot Glie, Kabupaten Aceh Besar berada pada koordinat 5°2342,4 LU dan 95°2935,9 BT. Jembatan ini masuk ke dalam Ruas Jalan Nasional Banda Aceh-Medan akan melayani pergerakan lalu lintas yang tergolong padat dengan banyak dilintasi oleh truk bermuatan besar. Tujuan dari penelitian ini adalah untuk menganalisis daya dukung dinamis pondasi tiang pancang melalui penggunaan data pengujian kalendering pada pekerjaan jembatan tersebut dengan menggunakan metode formula dinamik, ada tiga metode analisis yang digunakan, yaitu masing masing menggunakan metode Danish, metode AASHTO dan metode Gates dengan menggunakan data final set (s) capaian yang diizinkan untuk masing metode sebesar 24, 16 dan 12 mm. Hasil analisis kapasitas daya dukung dinamik yang diperoleh dengan ketiga metode tersebut, yakni dengan menggunakan metode Danis. AASHTO dan Gates, masing-masing ditemukan daya dukung dinamik yang semakin meningkat dari 121,477 ton paling rendah, meningkat menjadi 241.047 ton dan menjadi 1267,051 ton sebagai daya dukung dinamis paling besar. Kata kunci: Pondasi tiang pancang, pengujian kalendering, formula dinamis, final set. Abstract The foundation is an engineering system that works by transmitting and supporting the load and its own weight into the subgrade (bearing layer) located below it. The Alue Lamteh Bridge is a bridge located in Kuta Cot Glie District, Aceh Besar Regency with coordinates at 5°23'42.4" North Latitude and 95°29'35.9" East Longitude. The bridge that enters the Banda Aceh-Medan National Road Section has a relatively heavy traffic movement with many large trucks being traversed. The purpose of this study was to analyze the dynamic bearing capacity of the pile foundation using calendaring test data on the Alue Lamteh Bridge widening project using the dynamic formula method, namely using the the Danis method, AASHTO method and the Gates method. Based on the results of the calculation of the carrying capacity of the carrying capacity using the the Danis method, AASHTO method and the Gates method, it was found that the largest dynamic carrying capacity value was using the Gates method, with the final set value 24, 16 and 12 mm respectively. of 121.477 ton, 241.047 ton and 1267,051 tons. while the large value of dynamic carrying capacity is using the Gates method. Keywords: pile foundations, calendering test, dynamic formula, final set.

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