cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Boby Rahman
Contact Email
bobyrahman@unissula.ac.id
Phone
+6285742856478
Journal Mail Official
jurnalpondasiunissula@gmail.com
Editorial Address
Fakultas Teknik Jl.Raya Kaligawe KM 4 PO.BOX 1235 Semarang 50012 » Tel / fax : 0246583584 / 0246582455
Location
Kota semarang,
Jawa tengah
INDONESIA
Pondasi
Published by Universitas Islam Sultan Agung
ISSN : 0853814X     EISSN : 27147622     DOI : http://dx.doi.org/10.30659/pondasi.v24i2
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science Physics Social Sciences Transportation
Articles written for the journal of Pondasi, covering the results of thoughts and research results relating to the field of study civil engeenering and spatial planning directly or indirectly. 1) Civil Engeenering 2) Transportasi 3) Environmental Studies 4) Water Resources Management 5) Infrastructure 6) Spatial Planning 7) Urban Design 8) Disaster Mitigation 9) Areas of relevant science
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 107 Documents
 7   8   9   10   11 
ANALISIS RUANG PARKIR PADA RUAS JALAN JENDERAL SUDIRMAN BREBES Satrianingsih, Titik Dwi; Sulistyo, Juny Andri; Peodjiastoeti, Hermin
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.40701

Abstract

Meningkatnya aktifitas kegiatan pusat kota, meningkatnya jumlah kendaraan dan meningkatnya kebutuhan ruang parkir menyebabkan pengguna Jalan parkir di badan Jalan (on street parking). Penelitian ini bertujuan untuk menganalisis Kinerja Lalu Lintas, Kapasitas parkir dan memberikan solusi dalam pemenuhan kebutuhan parkir. Metode Penelitian yang digunakan yaitu Deskriptif kuantitatif dan kualitatif serta strategi yang digunakan adalah analisis SWOT. Hasil penelitian bahwa Kapasitas Ruas Jalan Jenderal Sudirman dengan kondisi eksisting 3/1 UD adalah 4.427 smp/jam, rata-rata VC ratio dibawah 0,3 dengan tingkat pelayanan kategori B. Kapasitas parkir sepeda motor sebanyak 91 SRP dengan Indeks parkir 41% dan mobil 87 SRP dengan Indeks parkir 29%. Grafik kuadran SWOT menunjukan Nilai x adalah 0,4 dan y=0,9. Kesimpulan Kinerja Lalu Lintas pada kondisi eksisting 3/1 UD yaitu Ruas Jalan dalam zona arus stabil, dan pengemudi memiliki kebebasan yang cukup dalam memilih kecepatan, kebutuhan parkir tidak melebihi daya tampung (IP<1), rekomendasi strategi yang diberikan adalah Progresif.Kata kunci : analisis SWOT, kinerja lalu lintas, kapasitas parkir.
ANALISIS PINTU BUKAAN AWAL PADA PROYEK BENDUNGAN SADAWARNA TERHADAP UPAYA MENGURANGI BANJIR INDRAMAYU isna, muhamamd aziz; pratikso, pratikso; rochim, abdul
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39827

Abstract

The administrative areas of Pramukan District, Pusakajaya District, and Pusakanegara District in Subang Regency, West Java Province, which are located in the downstream part of the Cipunegara Watershed (DAS), are prone to flooding due to the overflow of the Cipunegara River. The impact of flooding can result in the collapse or damage of water structures. The aim of this thesis is to compare the elevation of the openings at the bottom of the Sadawarna Dam.In this thesis, data collection methods are used in the form of secondary data, literature studies from journals, theses, theses, books and the internet as references for working on this thesis. Analyzing the calculated discharge and hydrograph routing using the Nakayasu method, the maximum elevation to open the early realease door is an elevation of +80.10. If the water has reached an elevation of +80.10 then the early release door will be opened. The Dam Management Unit (UPB) will maintain water at this elevation so that there is no shortage of water and the water level can fall. During the rainy season, the gate will be opened when the water level reaches +80.10. Since the construction of the Sadawarna Dam, flooding in downstream areas, especially in the Indramayu area, has been reduced. The operational pattern of using early release gates also greatly reduces flooding because the water from upstream does not all flow directly downstream, the water is still stored in the dam and its output is measured through the spillway.
Tantangan Pengembangan dan Peningkatan Infrastruktur Jalan di Provinsi Jawa Tengah Wibowo, Arief Eko; Mudiyono, Rachmat
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39780

Abstract

ABSTRACTHigh-quality road infrastructure is a crucial foundation for economic development and community mobility. However, many road projects often fail to meet expected standards, causing losses for both the government and the public. Previous studies have highlighted various technical and managerial weaknesses. This study offers a novel perspective by deeply examining regulatory and institutional aspects while providing practical recommendations for their improvement. A case study approach was employed, involving project managers, contractors, field supervisors, and affected community members as research participants. Data were collected through in-depth interviews, direct observation, and document analysis, followed by qualitative analysis methods. The findings reveal that the use of substandard materials, improper construction techniques, suboptimal project management, and non-compliance with regulations—exacerbated by budget constraints, poor coordination, and weak oversight—contribute to substandard project outcomes. The primary contribution of this study lies in providing actionable insights to enhance regulatory frameworks, strengthen oversight mechanisms, and build institutional capacity to ensure road infrastructure quality aligns with public and governmental expectations.Keywords: Road Project Management, Road Infrastructure Management, Road Project Regulations, Road Quality.ABSTRAKInfrastruktur jalan yang berkualitas adalah fondasi penting bagi perkembangan ekonomi dan mobilitas masyarakat. Namun, banyak proyek jalan sering gagal mencapai standar yang diharapkan, merugikan pemerintah maupun masyarakat. Penelitian sebelumnya telah mengungkap berbagai kelemahan teknis dan manajerial. Penelitian ini menawarkan kebaruan dengan menyoroti secara mendalam aspek regulasi dan kelembagaan serta memberikan rekomendasi praktis untuk perbaikannya. Pendekatan studi kasus digunakan, melibatkan manajer proyek, kontraktor, pengawas lapangan, dan masyarakat terdampak sebagai peserta penelitian. Data dikumpulkan melalui wawancara mendalam, observasi langsung, dan analisis dokumen, kemudian dianalisis menggunakan metode kualitatif. Hasil penelitian menunjukkan bahwa penggunaan material yang tidak sesuai standar, teknik konstruksi yang kurang tepat, manajemen proyek yang tidak optimal, dan ketidakpatuhan terhadap regulasi—yang diperburuk oleh keterbatasan anggaran, koordinasi yang buruk, dan lemahnya pengawasan—berkontribusi pada hasil proyek yang tidak memenuhi standar. Kontribusi utama penelitian ini terletak pada pemberian wawasan implementatif untuk meningkatkan kerangka regulasi, memperkuat mekanisme pengawasan, dan membangun kapasitas kelembagaan guna memastikan kualitas infrastruktur jalan sesuai dengan harapan masyarakat dan pemerintah.Kata Kunci: Manajemen Proyek Jalan, Pengelolaan Infrastruktur Jalan, Regulasi Proyek Jalan, Kualitas Jalan.
ANALISIS PERBANDINGAN BEKISTING KONVENSIONAL DENGAN BEKISTING SISTEM PERI PADA GEDUNG BERTINGKAT Ulum, Muhammad Miftakhul; Adi, Henny Pratiwi; Ni'am, Moh Faiqun
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39824

Abstract

Formwork is a tool to help mold concrete with the desired size, shape, or position. In the implementation of formwork work, the selection of the type of formwork will affect the cost, implementation time, and construction quality. There are 3 (three) types of formwork in Indonesia, including conventional formwork, semi-system formwork, and system formwork. In this study, the installation and dismantling methods of conventional formwork and PERI System formwork will be analyzed, a comparison of the calculation of time and costs required for the installation and dismantling of conventional formwork with PERI system formwork in 3 different buildings, and an analysis of the economic feasibility study of PERI system formwork investment.This research is a quantitative research with the aim of knowing the comparative analysis of conventional formwork methods and PERI system formwork, then analyzing the material requirements and costs between conventional formwork and PERI system formwork and conducting an investment feasibility study analysis of the PERI System formwork. The work reviewed is on plate and beam work.The results of the study showed that the cost of procuring PERI System formwork was Rp 6,181,415,050 more expensive than conventional formwork. In the implementation of the installation and dismantling of PERI system formwork, it was faster than conventional formwork, the difference in installation production capacity was 6 m2/day, while the difference in dismantling time was 2m²/day. The investment feasibility study for the procurement of PERI System formwork is still feasible because the Net Present Value (NPV) value obtained was Rp 63,801,026, the Benefit Cost Ratio (BCR) value obtained was 1.007 and the Internal Rate Of Return (IRR) value was 9.48%.Keywords : Formwork, Conventional, PERI System, Investment Feasibility.
Analisis Faktor yang Mempengaruhi Pelaksanaan Proyek Peningkatan Jalan di Wilayah Kota Semarang iman, choirul; Mudiyono, Rachmat
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39784

Abstract

This study aims to explore the factors influencing the implementation of road improvement projects in Semarang City, which have become increasingly critical due to population growth and rising traffic volumes. The research identifies key elements that contribute to the success of road improvement projects from various perspectives. The methodology employed is a qualitative approach involving participation from government officials, contractors, consultants, and the community. Data collection was conducted through in-depth interviews and analysis of relevant documents, followed by thematic analysis to identify significant factors. The findings indicate that the ability to provide services according to plan, responsiveness and agility in service delivery, and the assurance of safety in service use are the primary factors affecting user satisfaction. Additionally, the consultants' understanding of user needs and expectations, as well as the quality of the physical appearance of services, were also found to be crucial aspects of project success. Furthermore, this study offers actionable recommendations to improve regulatory and oversight systems as well as the capacity of relevant institutions. These findings provide a novel contribution by addressing the multi-dimensional nature of road infrastructure challenges, paving the way for more sustainable and effective project outcomes.Keywords: Factor analysis, road improvement project, Semarang City Penelitian ini bertujuan untuk mengeksplorasi faktor-faktor yang mempengaruhi pelaksanaan proyek peningkatan jalan di Kota Semarang, yang semakin krusial akibat pertumbuhan penduduk dan meningkatnya volume lalu lintas. Penelitian ini mengidentifikasi elemen-elemen kunci yang berperan dalam keberhasilan proyek peningkatan jalan dari berbagai perspektif. Metodologi yang digunakan adalah pendekatan kualitatif, melibatkan partisipasi dari pemerintah, kontraktor, konsultan, dan masyarakat. Pengumpulan data dilakukan melalui wawancara mendalam dan analisis dokumen yang relevan, kemudian dianalisis secara tematik untuk mengidentifikasi faktor-faktor yang signifikan. Temuan penelitian menunjukkan bahwa kemampuan untuk memberikan pelayanan sesuai dengan perencanaan, responsivitas dan ketanggapan dalam memberikan pelayanan, serta jaminan keamanan dalam penggunaan layanan merupakan faktor utama yang mempengaruhi kepuasan pengguna. Selain itu, pemahaman konsultan terhadap keinginan dan kebutuhan pengguna serta kualitas tampilan fisik pelayanan juga terbukti menjadi aspek penting dalam keberhasilan proyek. Selain itu, penelitian ini menawarkan rekomendasi yang dapat diimplementasikan untuk meningkatkan sistem regulasi dan pengawasan serta kapasitas institusi terkait. Temuan ini memberikan kontribusi baru dengan membahas sifat multi-dimensi tantangan infrastruktur jalan, membuka jalan untuk hasil proyek yang lebih berkelanjutan dan efektifKata kunci: Analisis factor, proyek peningkatan jalan, Kota Semarang 
EFEKTIVITAS PEMBANGUNAN JALAN LAYANG DALAM MENINGKATKAN KINERJA RUAS JALAN PADA PERLINTASAN SEBIDANG DENGAN ANALISIS VISSIM (STUDI KASUS: JALAN RAYA SERPONG-CISAUK) Sarifudin, Fuad; Putri, Mukhlisya Dewi Ratna
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39848

Abstract

The development of road and transportation infrastructure in Tangerang Regency is crucial for economic growth. The increasing number of vehicles on Jalan Raya Serpong-Cisauk, without adequate infrastructure development, has led to traffic volumes exceeding capacity. The solution implemented to reduce queue length and delays is the construction of a flyover. This study employs quantitative and qualitative methods, with primary data including traffic volume, free flow speed, and side friction, while secondary data is sourced from relevant agencies. The analysis is conducted using PKJI, VISSIM, and SWOT methods. The results show an increase in road capacity after the construction of the Cisauk flyover, with a decrease in the Dj ratio from 2.38 to below 1.00, and improved LOS from F to C/B during holidays and D/C on weekdays. However, surrounding businesses experienced negative impacts, including revenue decline and business relocations.
STUDI KASUS PEMODELAN OPERASI POMPA BANJIR KAWASAN JL. MADUKORO KOTA SEMARANG bakhtiar, faridian; wahyudi, Slamet Imam
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39821

Abstract

Madukoro area in Semarang City is a residential, business, shopping, education, office, and warehousing area in the northern coastal area of Tawangmas Village in West Semarang District. Flooding problems have practically disrupted the activities of the area. The drainage system is the root cause of the problem, coupled with the contour and topography of the land which is almost flat without slopes, so it requires an evaluation of the drainage system by recalculating the hydrological and hydraulic aspects and the need for sufficient flood pump performance to overcome flood problems in the Madukoro area. The evaluation of the drainage system includes planning the modeling of the flood pump area. The calculation of the planned flood discharge uses EPA SWMM version 5.1 modeling for a 5-year period and to calculate the frequency analysis of hydrological data using Aprob_4.1. The modeling of an area of 55 ha with restrictions on the catchment area of the Madukoro area which is limited by the Semarang Indah channel on the South side, and the West to North sides are limited by Jl. Arteri Yos Sudarso, and the East side is limited by Kanal Banjir Barat. The calculation of the planned flood discharge is 12.36 m3/s at the Madukoro long storage. From the results of the planned flood discharge, the Madukoro long storage is designed using 2 pumps with a capacity of 1.5 m3/s by maintaining 1 existing pump installed at the location with a capacity of 1.5 m3/s and utilizing 2 existing pumps with a capacity of 0.6 m3/s. For long storage planning, the dimensions are adjusted to existing conditions, namely a width of 6 m with a designed depth of 1.8 m to 3.00 m, a length of 551 m, and the water level is maintained at a depth of 0.4 m to 1.0 m from the bottom of the channel. Meanwhile, the elevation planning of the embankment still uses the existing elevation. Water gates are made at the intersection of the Semarang Indah channel and the Madukoro channel, and at the warehouse location bordering Kanal Banjir Barat.

Page 11 of 11 | Total Record : 107

 7   8   9   10   11 

Filter by Year

2018 2024


Reset
Filter By Issues
All Issue Vol 29, No 2 (2024): Desember Vol 29, No 1 (2024): June Vol 28, No 1 (2023): Juni 2023 Vol 28, No 2 (2023): Desember Vol 27, No 2 (2022): Desember 2022 Vol 27, No 1 (2022): JUNI Vol 26, No 2 (2021): Jurnal Pondasi Vol 26, No 1 (2021): Jurnal Pondasi Vol 25, No 2 (2020): Desember 2020 Vol 25, No 1 (2020): Juni 2020 Vol 24, No 1 (2019): Juni 2019 Vol 24, No 2 (2019): Desember Vol 23, No 2 (2018): Desember 2018 Vol 23, No 1 (2018): JUNI 2018 More Issue