Article Per Year (5 Year)
p-Index From 2021 - 2026
8.389
P-Index
This Author published in this journals
All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Teknik Sipil Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Rekayasa Sipil UNEJ e-Proceeding Jurnal Rekayasa Sipil dan Lingkungan Rancang Bangun FROPIL (Forum Profesional Teknik Sipil) BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Aplikasi Teknik Sipil axial : jurnal rekayasa dan manajemen konstruksi Jurnal Ilmiah Rekayasa Sipil Portal: Jurnal Teknik Sipil Jurnal Teknik Sipil dan Teknologi Konstruksi JURNAL REKAYASA JURNAL TEKNIK SIPIL UNAYA Construction and Material Journal Lowland Technology International Extrapolasi Journal Of Khairun Community Services Journal of Comprehensive Science Jurnal Artesis Jurnal Jalan Jembatan Komposit : Jurnal Pengabdian Dan Pemberdayaan Masyarakat Jurnal Teknik Sipil Berkala Forum Studi Transportasi antar Perguruan Tinggi Jurnal Pengabdian Teknik dan Sains (JPTS)
Paksitya Purnama Putra
Jurusan Teknik Sipil, Fakultas Teknik, Universitas Jember; Jl. Kalimantan No.37 Sumbersari Jember, Indonesia.
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

Published : 60 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 60 Documents
Search

 2   3   4   5   6 
PERBAIKAN SIFAT FISIS DAN MEKANIS TANAH EKSPANSIF DENGAN STABILISASI KIMIAWI MENGGUNAKAN CAMPURAN GARAM DAN SEMEN (STUDI KASUS KECAMATAN TEGALDLIMO KABUPATEN BANYUWANGI) Darmawan, Muhammad Rifki; Putra, Paksitya Purnama; Wicaksono, Luthfi Amri
axial : jurnal rekayasa dan manajemen konstruksi Volume 13, Nomor 1, April Tahun 2025
Publisher : Universitas Wijaya Kusuma Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30742/axial.v13i1.4328

Abstract

Tanah ekspansif memiliki karakteristik yang sangat dipengaruhi oleh perubahan kadar air, menyebabkan perubahan volume yang signifikan yang dapat merusak struktur di atasnya. Penelitian ini bertujuan untuk meningkatkan stabilitas tanah ekspansif melalui stabilisasi menggunakan kombinasi garam dan semen. Metode yang digunakan meliputi uji laboratorium untuk menganalisis sifat fisik dan mekanik tanah sebelum dan sesudah stabilisasi. Variasi campuran yang digunakan adalah semen dengan kadar 13 persen, 16 persen, dan 19 persen serta garam sebanyak 3 persen, dengan waktu pemeraman selama 3 dan 7 hari. Hasil penelitian menunjukkan bahwa stabilisasi ini menurunkan kadar air hingga 62,50 persen, meningkatkan berat jenis dari 2,36 menjadi 2,59 g/cm3, serta meningkatkan kepadatan kering maksimum. Selain itu, potensi pengembangan tanah yang awalnya sebesar 114,5 persen berhasil ditekan hingga 0 persen setelah penambahan garam 3 persen dan semen 13 persen. Waktu pemeraman juga berpengaruh terhadap efektivitas stabilisasi, di mana pemeraman lebih lama memberikan hasil yang lebih baik. Kesimpulan dari penelitian ini adalah bahwa kombinasi garam dan semen dapat secara efektif memperbaiki karakteristik tanah ekspansif, sehingga dapat diterapkan dalam perbaikan tanah untuk mendukung konstruksi yang lebih stabil dan aman.
EVALUASI PENAMBAHAN JUMLAH LANTAI PADA GEDUNG PERKULIAHAN FAKULTAS TEKNIK UNIVERSITAS JEMBER Hari Subagio; Krisnamurti; Paksitya Purnama Putra
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 1 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.1.1965.1-12

Abstract

Learning facilities for students of the Faculty of Engineering, University of Jember (FT-UNEJ) were still insufficient. Fifteen study programs at FT-UNEJ were only served in one lecture building. Additional floors in existing buildings are done to increase the classrooms as a follow to the problem. An additional three floors were made as a classroom and one roof as a meeting room (rooftop). Planning and evaluation were done by modeling 3D buildings in a structural analysis program. Analysis and evaluation in the structural analysis program were modeled with the same dimensions as the existing conditions, and an additional number of floors would be added according to the preliminary design calculations. Modeling results showed the condition of the building plans was still safe. The largest inter-floor deviation value is 10.2 mm which is still below the permit deviation (31.5 mm), and the structural integrity value is -0.97 (requirement -1 <- 0.97 <1).
PENGGUNAAN COUNTERWEIGHT DAN SOIL NAILING SEBAGAI ALTERNATIF PERKUATAN LERENG SUNGAI GANDONG MAGETAN JAWA TIMUR PASCA LONGSOR Rina Zusianti; Luthfi Amri Wicaksono; Paksitya Purnama Putra
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.2.5534.214-221

Abstract

The landslide occurred on the slopes of the Gandong Magetan River. The location of the river in the middle of the city caused landslides to almost reach people's homes. Efforts should to be made to improve slope stability so that it is safe against landslides. Slope stability analysis uses the LEM (Limit Equilibrium Method) with the Geoslope program. The results of the analysis of the slope stability of the existing conditions get the value of the safety factor of 0.379. Alternative reinforcement that is planned is the manufacture of counterweight slopes. Planning of counterweight slope embankment as many as 4 levels with a height of 3 m each level. The results of the counterweight slope stability analysis get a safety factor value of 0.507. The critical area is at the top of the slope so that soil nailing reinforcement is added. The results of the counterweight slope stability analysis with soil nailing and gabion reinforcement obtained a safety factor value of 1.507. So that the slope reinforcement plan is safe against landslides.
Perkuatan Lereng pada Sempadan Sungai Jl. Sultan Agung Kabupaten Jember dengan Dinding Penahan Tanah Kantilever Luqman Hakim; Paksitya Purnama Putra; Dwi Nurtanto
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 2 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v9i2.2864

Abstract

The land collapsed on Jl. Sultan Agung, Jompo, Jember Regency was reported. A team from the Regional Disaster Management Agency (BPBD) found cracks in the ground under a shop since February 2019. This incident resulted in a landslide of a road with approximately 45 meters long and 10 meters wide that it blocked the river flow, and nine shophouses, which are the assets of the Jember Regency government, collapsed as deep as approximately 4 meters. The cantilever type retaining wall is designed in the landslide area as an effort to revitalize the banks of Jompo river on Jalan Sultan Agung. Cantilever wall design stability refers to SNI 8460: 2017 and was assisted by using the GEO 5 program. The stability of cantilever walls against overturning shows a safety factor value of 3.72 that greater than 2 (safe condition), whereas the stability of cantilever walls against sliding was 1.61 that greater than 1.5 (safe condition), and the stability of the bearing capacity was 8.18 that greater than 3 (safe condition). Cantilever wall structure using concrete quality (Fc ') 40 MPa, and reinforcement quality (Fy) 420 Mpa, with a diameter and a distance of 25 mm and 125 mm respectively. Additional reinforcement was given to the Cantilever Wall, i.e. a bore-pile with a diameter of 60 cm which was fixed to a depth of 6 meters.
Analisis Pemilihan Moda Transportasi Mahasiswa Universitas Jember Menuju Kampus Alfin Kristyanto; Akhmad Hasanuddin; Paksitya Purnama Putra
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 10 No 1 (2022): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v10i1.2930

Abstract

The use of private transportation modes to the Tegal Boto campus, Jember University has increased. The increase in the volume of private vehicles will cause congestion if it is not regulated properly. Therefore, an analysis related to the selection of student transportation modes is needed to determine the tendency of students to choose transportation modes. The results of this study will be used as a first step in the improvement of transportation facilities in the area around the Tegal Boto campus, Universitas Jember. Analysis of the factors that influence students in choosing the mode of transportation will be carried out in this study. In addition, the priority of choosing the mode of transportation used by students to the Tegal Boto campus, Jember University will also be known. Research data will be obtained from questionnaires and documents from the University of Jember. The data will be analyzed using the Analytical Hierarchy Process (AHP). The results of the AHP analysis show that the factors that dominate the choice of student transportation modes to the Tegal Boto campus, Jember University are the time factor (33%). Meanwhile, the student's priority modes of transportation are motorbikes (32.7%). The choice of motorcycle mode has the largest percentage due to it is based on consideration of the time factor. Students need transportation modes that have high flexibility such as motorbikes so that the time needed to reach campus is shorter.
Evaluasi Kegagalan Dinding Penahan Tanah Pada Lereng Jalan Raya Rembangan Kabupaten Jember: Evaluation of The Failure of Retaining Walls on The Slopes of The Rembangan Road in Jember Regency Ayu Dwi Lestari; Paksitya Purnama Putra; Indra Nurtjahjaningtyas
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 10 No 2 (2022): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Juli 2022)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v10i2.4414

Abstract

A reinforced concrete type retaining wall was built in 2017 to strengthen the slope stability of Rembangan highway, Jember Regency, Indonesia. However, in 2018 the building was damage. Until now, the cause of the failure of the retaining wall is still unknown. This study aims to evaluate the causes of the failure of retaining walls and the stability of retaining walls on the slopes of the Rembangan highway, Jember Regency. The research methodology begins with primary and secondary data collection before processing the data using conventional methods and auxiliary software. After data processing, data analysis was carried out to find conclusions about the cause of the failure of the retaining wall. Result analysis showed that the retaining walls have a low level of safety factor for rolling stability, shear stability, and bearing capacity stability. In addition, the factor of safety for the bearing capacity of the group pile foundation as a reinforcement of retaining walls also shows a smaller value than that charged. In addition, the group pile foundation can suffer a total settlement of 1.28 m.
Optimalisasi Stabilitas Lereng pada Daerah Sempadan Sungai Santer Kecamatan Gumukmas Kabupaten Jember: Optimization of Slope Stability in the Santer River Border Area Gumukmas District Jember Regency Moch. Wahyudi Riskyanto; Paksitya Purnama Putra; Luthfi Amri Wicaksono
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 11 No 1 (2023): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Januari 2023)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v11i1.4531

Abstract

The Santer Riverbank which is located in Panggul Melati Hamlet, Kepanjen Village, Gumukmas District, Jember Regency, East Java is still used by the community for agricultural land. This research was conducted to create safe agricultural land for the community. Landslides on this riverbank often occur because it is located on the edge of the river and has a steep slope. In the observation in 2022, there is a collapsed riverbank approximately 20 meters in front of the river embankment. To prevent a longer landslide area, the slopes on the river border are optimized so that residents can still use the land safely. The selected reinforcement is made based on the geometric conditions and the results of the SF value from modeling the existing conditions using the Geostudio program. Appropriate reinforcement based on geometric conditions and SF values ​​is a balancing method. close to the counterweight method, the geometric conditions are more optimal with the SF value increasing from 1.099 to 1.623
Evaluasi Penurunan Oprit Pada Salah Satu Proyek Jembatan di Kalimantan Tengah: Evaluation of Oprit Settlement in One of Bridge Project in Central Kalimantan Achmad Fajar Shodiq; Paksitya Purnama Putra; Luthfi Amri Wicaksono
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 11 No 2 (2023): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Juli 2023)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v11i2.5867

Abstract

One of the bridge construction projects in Kalimantan was built on soft soil using a piled embankment reinforcement system. The reinforcement used is a combination of minipile and geotextile poles. However, after the landfill was carried out on the bridge embankment, a settlement is occured of approximately 0.6 m in a period of 3 months. Studies are conducted to evaluate and review the causes of decline. In addition, optimization of the design was carried out in this study. Evaluation is carried out by reviewing the bearing capacity of single and group piles of the minipile based on Standart Penetration Tests data. The calculation of load distribution on piled embankments follows the regulation of BS 8006. Deformation analysis is performed with Plaxis 2D program. Based on the analysis results, it was found that the ultimate bearing capacity of the pile group under the embankment was not able to withstand the working load. The settlement that occurred in the bridge's oprit was most likely caused by the collapse of the soil. Based on the consolidation analysis using plaxis, a value of 0.6 m was obtained within 90 days. Based on the evaluation results, the optimization of the design was carried out using the same method, namely using a pile embankment but differed in the dimensions and installation configuration. The design optimization results show that the bearing capacity is sufficient and the resulting average total deformation is 0.0435 m.
Peningkatan Produktivitas Pemancangan Tiang Pancang pada Proyek Tol IKN Seksi 3A-2 melalui Metode Pre-Boring dan Evaluasi Sistem Kerja Zahra Agny Noorlaela; Muhaimul Azziis arfiansyah; Paksitya Purnama Putra
Jurnal Pengabdian Teknik dan Sains (JPTS) Vol. 6 No. 1 (2026): Januari 2026
Publisher : Lembaga Publikasi Ilmiah dan Penerbitan (LPIP)

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

Abstract

Pembangunan infrastruktur jalan tol merupakan faktor penting dalam mendukung pertumbuhan ekonomi nasional. Proyek pembangunan Tol IKN Seksi 3A-2 menghadapi tantangan dalam pemancangan tiang pancang, terutama terkait dengan kondisi tanah keras yang mempengaruhi produktivitas. Tujuan pengabdian ini adalah untuk meningkatkan produktivitas pemancangan tiang pancang melalui penerapan metode Pre-Boring dan evaluasi sistem kerja. Metode yang digunakan dalam kegiatan pengabdian ini meliputi survey lapangan, wawancara dengan pekerja, dan diskusi dengan staf. Hasil kegiatan menunjukkan bahwa penerapan metode Pre-Boring, bersama dengan perubahan sistem upah menjadi borongan dan evaluasi pengawasan lapangan, berhasil meningkatkan produktivitas pemancangan tiang dari 4 tiang per hari menjadi 7 tiang per hari (peningkatan 75%), dan mengurangi waktu pemancangan per tiang dari 120 menit menjadi 68 menit (penurunan 43,3%). Kesimpulannya, implementasi metode Pre-Boring dan perbaikan sistem manajerial terbukti efektif dalam mengatasi masalah yang ada dan meningkatkan kinerja proyek. Pendekatan teknis dan manajerial yang terintegrasi dapat menjadi solusi untuk mengoptimalkan pembangunan infrastruktur strategis di Indonesia.
STUDI PERBANDINGAN SOIL NAILING DAN GABION UNTUK PERKUATAN LERENGPASCA LONGSOR: Studi Kasus Jalan Raya Gumitir KM 233+550, Jember-Banyuwangi, Indonesia Paksitya Purnama Putra; Anisa Umi Tressiana; Indra Nurtjahjaningtyas
Jurnal ARTESIS Vol. 6 No. 1 (2026): JURNAL ARTESIS
Publisher : Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/6f12m293

Abstract

Fenomena longsor merupakan bencana geoteknik yang sering terjadi di daerah tropis, termasuk Indonesia. Salah satu kejadian longsor yang terjadi pada Jalan Raya Gumitir KM 233+550 pada Juli 2023 mengancam kestabilan lereng yang vital bagi infrastruktur transportasi. Penelitian ini bertujuan untuk menganalisis stabilitas lereng pasca longsor dan membandingkan efektivitas metode perkuatan soil nailing dan gabion. Metode yang digunakan dalam penelitian ini adalah analisis stabilitas lereng menggunakan perangkat lunak geoteknik berbasis Limit Equlibrium Method, dengan data sekunder berupa data boring dan Standard Penetration Test. Hasil analisis menunjukkan bahwa lereng pada kondisi eksisting memiliki faktor keamanan 0,944, yang menandakan kondisi kritis. Setelah perkuatan dengan soil nailing, faktor keamanan global meningkat menjadi 1,917, menunjukkan bahwa lereng berada dalam kondisi aman. Sementara itu, perkuatan gabion menghasilkan faktor keamanan 1,562, yang masih memenuhi kriteria aman meskipun lebih rendah dibandingkan soil nailing. Berdasarkan hasil analisa, dapat disimpulkan bahwa kedua metode perkuatan efektif, namun soil nailing lebih direkomendasikan untuk meningkatkan kestabilan lereng pada lokasi vital dengan risiko longsor tinggi. Penelitian ini memberikan rekomendasi teknis untuk memilih metode perkuatan yang sesuai dengan kondisi lapangan dan tingkat risiko, dengan mempertimbangkan faktor keamanan, efisiensi, dan keberlanjutan.
Co-Authors Achmad Fajar Shodiq Achmad Fajar Shodiq Ahmad Riyasyul Huda Aiman Syarifuddin Zaein Akhmad Hasanuddin Alfin Kristyanto Anik Ratnaningsih Anisa Umi Tressiana Anita Trisiana, Anita Arti, Farikha Mualida Nafi Asa Dina Safitri Ayu Dwi Lestari Ayu Dwi Lestari Bagus Firman Mahardika Bagus Rahmat Hidayat Celia Nindy Carisa Celia Nindy Carisa Damayanti, Elok Darmawan, Muhammad Rifki Dedy Pratama1, Dimas Devi Naning Dimas Dedy Pratama1 Dwi Nurnanto Dwi Nurtanto Eka Patriyandi Oktavian Endah Nurhidayah Fahir Hassan Fatmawati, Risma Eka Firman Firman Ganesha, Khalid Pijar Hadi Hamid Abdullah Haeruddin Haeruddin Hendriantono, Satriawan Hernu Suyoso Holis Nurshinta Ibrahim, Muhammad Fahmi Indra Nurtjahjaningtyas Intan Nuraini Irishwanda Sari Jojok Widodo Soetjipto Krisnamurti Kusuma, Dian Natalia Lestari, Rini Trisno Luqman Hakim Luthfi Amri Wicaksono Luthfi Amri Wicaksono Luthfi Amri Wicaksono Ma'ruf, Mokhamad Farid Maliq, Tatang Maulana Moch. Wahyudi Riskyanto Moch. Wahyudi Riskyanto Mokhammad Farid Ma'ruf Muhaimul Azziis Arfiansyah Muhammad Ari Ridwansyah Muhammad Fahmi Ibrahim Muhammad Rifki Darmawan Nurtjajaningtyas, Indra Prasetyo, Slamet Rohadi Budi Pratomi, Ghaizka Reyhan Rasta Darmawan, Raffio Rendra Kurniawan Restu Farina Rohmawati Retno Utami A Wiyono Ridwansyah, Muhammad Ari Rikarda, Raden Denisio Edwin Rina Zusianti Rindang Alfiah Rini Trisno Lestari Risky Andika Purnama Riyasyul Huda, Ahmad Rizal Mutowaf Al Fatah Rohadi Budi Prasetyo, Slamet Rohmawati, Restu Farina Saifuridzal Saifuridzal Saifurridzal, Saifurridzal Sela Marselina Septiandri, Rohmahillah Aviskanasya Sholeh Huda Taufiqurohman Subagio, Hari Tasya Afkarina Tria Saputri, Titis Trisno Lestari, Rini Utama, Farrel Indryasmara Viola, Balqis Okta Widianto, Rio Wiwik Yunarni Widiarti Wulan Anggarita, Ovilia Wulandari, Diah Ayu Restuti Yuliana Sukarmawati Zahra Agny Noorlaela Zahra Hikmah Hayati