Garuda - Garba Rujukan Digital

p-Index From 2021 - 2026

6.492

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 Jurnal Artesis Jurnal Jalan Jembatan Komposit : Jurnal Pengabdian Dan Pemberdayaan Masyarakat Jurnal Teknik Sipil Berkala Forum Studi Transportasi antar Perguruan Tinggi

Paksitya Purnama Putra

Jurusan Teknik Sipil, Fakultas Teknik, Universitas Jember

Author-ID : 3222882

Humanities Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

Published : 48 Documents Claim Missing Document

Claim Missing Document

Articles

1 2 3 4 5

Risk Factor Classification Effect on Sematok Dam Slopes Stability Indra Nurtjahjaningtyas; Paksitya Purnama Putra; Sholeh Huda Taufiqurohman
Lowland Technology International Vol 23 No 1 (2021): Lowland Technology International Journal
Publisher : International Association of Lowland Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.0001/ialt_lti.v23i1.852

The Semantok Dam was built with extreme classified risk factors. These conditions require a more detailed review of its stability with the imposition of Operationing Basic Earthquake (OBE) at the 200-year return period, as well as the imposition of Maximum Design Earthquake (MDE) at the 10000-year return period. This study aimed to determine the response of the dam due to the earthquake load in addition to the influence of pore pressure values under rapid drawdown conditions. Results of analysis using load Maximum Design Earthquake (MDE) of 0.6 g show a significant effect on the slope stability of the dam. In these conditions, there is a failure in maintaining the dam slope stability. Further examination for permanent deformation due to the influence of the earthquake load still meets the required criteria.

PERUBAHAN POTENSI MENGEMBANG TANAH EKSPANSIF YANG DISTABILISASI SECARA FISIS DAN MEKANIS Paksitya Purnama Putra; Mokhammad Farid Ma'ruf; Muhammad Ari Ridwansyah; Rendra Kurniawan; Celia Nindy Carisa
Construction and Material Journal Vol. 3 No. 1 (2021): Construction and Material Journal Vol. 3 No. 1 Maret 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i1.3686

Expansive soil has a high swelling and shrinkage ability which can damage the buildings above it. Glagahagung Village, Purwoharjo District, Banyuwangi Regency is one of the areas suspected of having this type of soil. Residents often experience problems in their residential buildings every year, such as cracks in floors, walls, columns, and beams. Several methods can be used to improve expansive soil, including physical and mechanical stabilization. In this study, lime and cement were used as physical stabilizers. On the other hand, sand is used as a mechanical stabilizer. Physical and mechanical parameters will be observed in the stabilization process. Based on the three stabilizers, a 5% cement mixture can be the best alternative. Cement stabilizers can increase the maximum dry volume weight, reduce the rate of soil swelling, and change natural soils' classification from high plasticity clay to silty sand. Keywords: Expansive Soil, Mechanical Stabilization, Physical Stabilization, Swelling Potential.

SYSTEM OF SUSTAINABLE INFRASTRUCTURE PLANNING ON DISTRICT MEDIUM-TERM Jojok Widodo Soetjipto; Retno Utami A Wiyono; Paksitya Purnama Putra; Rindang Alfiah
UNEJ e-Proceeding 2022: E-Prosiding Kolokium Hasil Penelitian dan Pengabdian kepada Masyarakat
Publisher : UPT Penerbitan Universitas Jember

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

The provision of district infrastructure requires detailed planning in preparing programs and budgets to encourage the equitable distribution of human settlement infrastructure development. The government has issued guidelines for preparing the RPIJM to harmonize the development plan, spatial plan, and Strategic Development Area plan. However, many problems must be resolved and are not proportional to the APBD/APBN revenues; therefore, it is necessary to formulate an appropriate RPIJM to support sustainable development. In this study, the RPIJM preparation refers to (i) policy directions and infrastructure strategic plans as well as the region's existing conditions analysis; and (ii) the design of infrastructure development. The RPIJM preparation must be carried out prudently because it involves a large budget, program of the community essential activities in solving existing problems and in sustainable development, synchronized infrastructure development for local and national governments, and the risk of failure in the management of its implementation. The results of the RPIJM are a proposed plan for the financing of the human settlements development sector, which includes: (i) Residential Area Development; (ii) Building and Environmental Management; (iii) Development of Drinking Water Supply Systems; and (iv) development of residential environmental sanitation. Recommendations of the RPIJM are compiled in the memorandum of the medium term program in human settlements, which outlines scenarios for district development in the publoc work-human settlements sector, proposals for investment based on needs, achievement targets by regional development goals and objectives, mechanisms of funding, handling priority, and investment program implementation.Keywords: RPIJM, sustainable development, development program, development funding

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 (Juli 2021)
Publisher : Universitas Islam 45

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

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 (Januari 2022)
Publisher : Universitas Islam 45

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

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 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

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.

ANALISIS STABILITAS DINDING PENAHAN TANAH TERHADAP DRAWDOWN PADA LERENG SUNGAI AREA DAM BADENG KECAMATAN SONGGON, BANYUWANGI. Holis Nurshinta; Paksitya Purnama Putra; Indra Nurtjahjaningtyas
FROPIL (Forum Profesional Teknik Sipil) Vol 9 No 2 (2021): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

The Badeng River, which is located in Songgon District, Banyuwangi Regency, has a discharge that often overflows, causing damage to the retaining wall and erosion of the riverbank slopes of the Badeng Dam area. This is a problem for local residents because the use of water becomes less than optimal and can increase the risk of flooding in the downstream area of the river. To prevent landslides on the river bank, slope stability analysis is carried out using a gravity type retaining wall that can withstand overturning, shearing forces, and is safe against carrying capacity and pays attention to drawdown. The drawdown analysis was modeled for 20 hours at the initial condition of the river water level receding towards flooding and then returning to its original condition.. Modeling is done with Geoslope studio. The results of the gravity wall stability analysis against drawdown are declared safe. When the river water level is higher, the slope safety factor value will increase. Otherwise, when the river water level decreases, the slope safety factor value will decrease. This happens because it is influenced by the ups and downs of the value of passive pressure given water to the slopes. The most critical safety factor condition occurs during low tide conditions because there is still residual river water entering the soil pores. Analysis of stability against overturning force, shear force, and safety against bearing capacity was also declared safe.

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

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.

Analisis Risiko Proyek Pembangunan Jalan Tol Solo-Yogyakarta Seksi 1 Menggunakan Metode Severity Index Sela Marselina; Akhmad Hasanuddin; Paksitya Purnama Putra
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 8, No 2 (2022): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Proyek jalan tol Solo-Yogyakarta seksi 1 merupakan salah satu proyek yang berada di Provinsi Jawa Tengah. Pada tahap awal pembangunan jalan tol Solo-Yogyakarta seksi 1 telah terjadi beberapa permasalahan seperti, kerusakan pada sejumlah jalan karena dilewati oleh kendaraan besar pengangkut material pembangunan jalan tol, dan polemik pembebasan lahan yang belum terselesaikan. Studi ini bertujuan untuk menganalisis risiko yang terjadi pada proyek pembangunan jalan tol solo-yogyakarta seksi 1 agar dapat menghindari atau mengurangi risiko negatif yang ditimbulkan dari proses pembangunan proyek tersebut. Metode penelitian ini meliputi pengumpulan data dengan kuesioner penelitian, identifikasi risiko, menganalisis risiko dengan saverity index, serta menentuka tingkat risiko menggunakan matriks probabilitas. Dari hasil penelitian telah teridentifikasi 32 variabel risiko dan setelah dilakukan analisis terhadap 32 variabel tersebut ditemukan sebanyak 14 risiko dominan meliputi, Terlambat dalam pembebasan lahan dan adanya kenaikan biaya, Tidak dapat dibebaskannya lahan, Setelah dibebaskan lahan tidak dapat digunakan, Struktur tanah yang berisiko, Akses transportasi masyarakat terganggu, Mengganggu kenyamanan masyarakat yang berada di sekitar proyek, Kegagalan dalam menjaga keamanan dan keselamatan dalam lokasi, Terjadi Kenaikan terhadap biaya konstruksi, Kontraktor/sub kontraktor memiliki kinerja yang buruk, Kesalahan desain, Terlambatnya penyelesaian konstruksi, Kegagalan kontrol dan monitoring proyek, Cuaca ekstrim, Force Majeure berkepanjangan

PHYSIOTHERAPY CLINIC REHABILITATION TECHNICAL PLANNING ON FOUNDATION OF PENDIDIKAN ANAK CACAT IN JEMBER Tatang Maulana Maliq; Paksitya Purnama Putra; Saifuridzal Saifuridzal
UNEJ e-Proceeding 2022: E-Prosiding Kolokium Hasil Penelitian dan Pengabdian kepada Masyarakat Periode II Tahun 2022
Publisher : UPT Penerbitan Universitas Jember

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

The Disabled Children's Education Foundation is a private educational institution at the primary to secondary level that provides educational programs for students with disabilities in Jember Regency. This year, school administrators and foundations have a planned program, namely to rehabilitate YPAC's office buildings and student dormitories to be converted into physiotherapy clinics. The problem faced by these educational institutions is that they do not have technical personnel in spatial planning, plan drawings and budget plans as planning documents. For this reason, it is necessary to provide assistance in terms of technical planning, in the hope of realizing an effective and efficient rehabilitation plan for the physiotherapy clinic building infrastructure. Initial discussions were conducted to find out the problems, types of clinical services and solutions. After the initial discussion, a condition survey, design, and calculation of the budget plan was carried out. The design of the building is planned according to the function and purpose of its use, namely physiotherapy services for both students with disabilities and also the general public, so that ease of access needs to be prioritized. In addition, the design also focuses on the area of the room openings so that the management is more efficient and the health condition of the room is better. The Budget Plan is also prepared according to the existing budget and is carried out efficiently and according to the expected quality. Keywords : Physiotherapy Clinic, Design, Budget Plan.

Co-Authors Achmad Fajar Shodiq Ahmad Riyasyul Huda Aiman Syarifuddin Zaein Akhmad Hasanuddin Alfin Kristyanto Anik Ratnaningsih Anita Trisiana, Anita Arti, Farikha Mualida Nafi Asa Dina Safitri Ayu Dwi Lestari Bagus Firman Mahardika Bagus Rahmat Hidayat Celia Nindy Carisa Celia Nindy Carisa Damayanti, Elok 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 Ma'ruf, Mokhamad Farid Maliq, Tatang Maulana Moch. Wahyudi Riskyanto Mokhammad Farid Ma'ruf Mokhammad Farid Ma'ruf Muhammad Ari Ridwansyah Muhammad Fahmi Ibrahim Muhammad Rifki Darmawan 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 Rizal Mutowaf Al Fatah Rohmawati, Restu Farina Saifuridzal Saifuridzal Saifurridzal, Saifurridzal Sela Marselina Septiandri, Rohmahillah Aviskanasya Sholeh Huda Taufiqurohman Subagio, Hari Tasya Afkarina Utama, Farrel Indryasmara Viola, Balqis Okta Widianto, Rio Wiwik Yunarni Widiarti Wulandari, Diah Ayu Restuti Yuliana Sukarmawati Zahra Hikmah Hayati

Title

Found 48 Documents
Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title Search

Found 48 Documents Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 48 Documents
Search