Article Per Year (5 Year)
p-Index From 2021 - 2026
0.61
P-Index
This Author published in this journals
All Journal Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Jurnal Teknik Industri Terintegrasi (JUTIN) International Journal Of Economics Social And Technology
Eswan Eswan
Universitas 17 Agustus 1945 Samarinda
Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Social Sciences

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

 1 
STUDI PEMAKAIAN ALAT – ALAT BERAT PROYEK PEMBANGUNAN JALAN POROS TRANS KALTIM TANJUNG REDEB -LABANAN (RING ROAD) BERAU Eswan Eswan
Jurnal Kacapuri : Jurnal keilmuan Teknik Sipil Vol 5, No 1 (2022): JURNAL KACAPURI : JURNAL KEILMUAN TEKNIK SIPIL (Edisi Juni 2022)
Publisher : Universitas Islam Kalimantan Muhammad Arsyad Al-Banjari Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31602/jk.v5i1.7394

Abstract

Peralatan merupakan sarana yang sangat penting untuk menunjang keberhasilan pembangunan dan sebagai salah satu sumber daya dalam pembangunan. Untuk itu para pemakai peralatan pembangunan dituntut supaya meningkatkan kemampuan dalam pengenalan, pengetahuan, dan dapat menghitung spesifikasi atau data teknis peralatan terutama yang menyangkut standar produksi pralatan. Penelitian ini bertujuan untuk mengetahui tentang analisa biaya peralatan secara benar dan efisien sesuai dengan standar spesifikasi teknis Bina Marga Dinas Pekerjaan Umum, dengan metode analisa perhitungan empiris. Hasil penelitian ini menunjukkan biaya operasional masing-masing peralatan per/jam untuk galian biasa yaitu bulldozer sebesar Rp. 279.049,40, excavator sebesar Rp. 274.557,37 dan dump truck sebesar Rp. 200.269,37. Urugan biasa untuk dump truck sebesar Rp. 200.269,37, motor greder sebesar Rp. 238.073,19, vibrator roller sebesar Rp. 150.064,40 dan water tank truck sebesar Rp. 166.163,75. Penyiapan badan jalan untuk motor greder sebesar Rp. 238.073,19, vibrator roller sebesar Rp. 150.064,40 dan water tank truck sebesar Rp. 166.163,75. Lapis pondasi anggregat klas B untuk whel loader sebesar Rp. 177.486,87, dump truck sebesar Rp. 200.269,37, motor greder sebesar Rp. 238.073,19, vibrator roller sebesar Rp. 150.064,40 dan water tank truck sebesar Rp. 166.163,75. Lapis pondasi anggregat klas A untuk whel loader sebesar Rp. 177.486,87, dump truck sebesar Rp. 200.269,37, motor greder sebesar Rp. 238.073,19, vibrator roller sebesar Rp. 150.064,40 dan water tank truck sebesar Rp. 166.163,75.Kata kunci : alat berat, pembangunan jalan, biaya
Deformation Analysis and Soil–Structure Interaction of Rigid Pavement Using the Finite Element Method (PLAXIS 3D) on the Feeder Access Road in the Nusantara Capital City Area Eswan Eswan; Achmad Taufik; Achmad Munajir; Adelia Farahdita Maharani; Andri Fathian Noor
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 9 No. 3 (2026): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v9i3.60087

Abstract

The empirical approach to rigid pavement design does not fully capture the actual interaction between the concrete slab and its supporting soil layers, even though this aspect determines the long-term performance of the Nusantara Capital City (IKN) feeder access roads that serve heavy vehicles. This study aims to analyze the deformation and soil–structure interaction of rigid pavement using the finite element method through PLAXIS 3D software. The pavement system was modeled as three layers: the subgrade and lean concrete working floor using the Mohr-Coulomb constitutive model, and the concrete slab using elastic plate elements. Material parameters were derived from N-SPT test results and standard empirical correlations. Loading was modeled as four concentrated loads of 53.936 kN/m² representing the four wheels of a truck with a total load of 22 tons, and was simulated through staged construction. The analysis showed a maximum total displacement at the observed node of 0.01776 m (17.76 mm), which remains within the safe limit against deformation failure. These results confirm that the slab thickness designed using the empirical approach is capable of accommodating the vertical deformation caused by heavy vehicle loads, indicating that the numerical and empirical approaches are mutually complementary in ensuring design reliability.
Analysis Of Value Engineering Application on The Access Road Construction To Sungai Siring Slaughterhouse Samarinda City Ridlo Adrian; Tukimun Tukimun; Eswan Eswan
International Journal Of Economics Social And Technology Vol. 5 No. 3 (2026): September 2026
Publisher : Lembaga Riset Ilmiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59086/ijest.v5i3.2439

Abstract

The access road construction project to the Sungai Siring Slaughterhouse (RPH) in Samarinda City is important for supporting livestock distribution and local economic mobility. This study aims to identify dominant work items, develop feasible design and construction alternatives, and evaluate potential cost and time savings using the Value Engineering (VE) approach. The VE job plan consisted of five phases: Information, Function Analysis, Creative, Evaluation, and Development/ Recommendation. Pareto Analysis, Cost/Worth Ratio, Zero-One Method, Evaluation Matrix, and Life Cycle Cost (LCC) Analysis were applied to support alternative selection. The results identified Structural Work (Fc’ 30 MPa Cement Concrete Pavement) and Earthwork/Geosynthetics (Telford Stone Foundation) as the dominant work items, accounting for 89.71% of the total project budget. Alternative 2, involving optimization of the concrete slab thickness to 27 cm and efficiency of the telford layer, was selected based on the evaluation criteria. The alternative reduced structural work costs by IDR 492,901,913.22 (10.00%) and earthwork costs by IDR 231,809,269.26 (11.66%), while reducing the project duration by 15 calendar days, from 150 to 135 days. The 20-year LCC analysis also indicated that Alternative 2 provides lower life-cycle costs than the other evaluated alternatives. These findings demonstrate that VE can reduce construction costs and project duration while maintaining the required functional performance.
Co-Authors Achmad Munajir Achmad Taufik Adelia Farahdita Maharani Andri Fathian Noor ESWAN, TUKIMUN, Ridlo Adrian