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INDONESIA
Jurnal Teknik Sipil
Published by Institut Teknologi Bandung
ISSN : 08532982     EISSN : 25492659     DOI : 10.5614/jts
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil merupakan jurnal ilmiah yang diterbitkan berkala setiap tiga bulan, yaitu April, Agustus dan Desember. Jurnal Teknik Sipil diterbitkan untuk pertama kalinya pada tahun 1990 dengan membawa misi sebagai pelopor dalam penerbitan media informasi perkembangan ilmu Teknik Sipil di Indonesia. Sebagai media nasional, Jurnal Teknik Sipil diharapkan mampu mengakomodir kebutuhan akan sebuah media untuk menyebarluaskan informasi dan perkembangan terbaru bagi para peneliti dan praktisi Teknik Sipil di Indonesia. Dalam perkembangannya, Jurnal Teknik Sipil telah terakreditasi sebagai jurnal ilmiah nasional sejak tahun 1996 dan saat ini telah terakreditasi kembali (2012-2017). Dengan pencapaian ini maka Jurnal Teknik Sipil telah mengukuhkan diri sebagai media yang telah diakui kualitasnya. Hingga saat ini Jurnal Teknik Sipil tetap berusaha mempertahankan kualitasnya dengan menerbitkan hanya makalah-makalah terbaik dan hasil penelitian terbaru.
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Search results for , issue "Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April" : 8 Documents clear
Pengukuran Langsung Kurva Karakteristik Air – Tanah (SWCC) Pada Limbah Beton Dengan Metode Tempe Cell Adinegara, Aldo Wirastana; Ramadhan, Rabbani Isya; Hamdany, Abdul Halim; Sagitaningrum, Fathiyah Hakim
Jurnal Teknik Sipil Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2025.32.1.4

Abstract

Abstrak Terjadinya peningkatan volume limbah padat akibat pekerjaan konstruksi, sangat berdampak terhadap permasalahan ekologi serius. Dalam praktik rekayasa geoteknik, Capillary Barrier System dikenal sebagai suatu sistem konstruksi ramah lingkungan yang tersusun dari material limbah beton. Secara eksperimental, studi terhadap karakteristik material limbah beton pada kondisi takjenuh masih belum banyak dilakukan saat ini. Tujuan penelitian ini ialah untuk melakukan pengukuran secara langsung terhadap SWCC dan permeabilitas takjenuh pada material limbah beton dengan menggunakan alat Tempe Cell. Pengukuran SWCC berdasarkan alat Tempe Cell dilakukan secara bertahap, dengan mengaplikasikan tekanan udara sebesar 0.5, 1, 3, 5, 10, 20, dan 40 kPa. Adapun hasil data pengukuran, selanjutnya direpresentasikan dalam kurva best fit SWCC yang dianalisis dengan menggunakan fungsi regresi non-linier. Secara statistik, estimasi terhadap fungsi permeabilitas juga dilakukan berdasarkan hasil data pengujian permeabilitas jenuh dan representasi dalam kurva best fit SWCC. Berdasarkan hasil analisis, dapat diketahui bahwa karakteristik dari sifat hidraulik pada material limbah beton memiliki kemampuan penyimpanan air sebesar 31 %, serta pengaliran air dalam kondisi jenuh sebesar 1.12 x 10-5 m/s dan takjenuh sebesar 3.76 x 10-16 m/s. Kata Kunci : Fungsi permeabilitas, kurva karakteristik tanah-air, limbah beton, tempe cell. Abstract  The rise in solid waste from construction activities significantly impacts ecological issues. In geotechnical engineering practice, the Capillary Barrier System is an environmentally friendly construction system composed of concrete waste materials. Experimental studies on the characteristics of concrete waste materials under unsaturated conditions haven't been widely conducted at this time. The purpose of this study was to directly measure the SWCC and unsaturated permeability of concrete waste materials using the Tempe Cell. SWCC measurements based on the Tempe Cell were performed in stages, applying air pressures of 0.5, 1, 3, 5, 10, 20, and 40 kPa. The measurement data results were then presented in the SWCC best-fit curve, which was analyzed using a non-linear regression function. A statistical estimation of the permeability function was carried out using data from the saturated permeability tests and the SWCC best-fit curve. Based on the analysis results, it is evident that the characteristics of the hydraulic properties of concrete waste material have a water storage capacity of 31 % and water flow in saturated conditions of 1.12 x 10-5 m/s and unsaturated conditions of 3.76 x 10-16 m/s. Keywords: Concrete waste, permeability function, soil-water characteristic curve, tempe cell.
Initial Assessment of Tidal Current Energy Resource at Aroih Raya, at Aceh Waters, Indonesia using Delft3D Numerical Modelling Pratama, Munawir; Chosyi, Miftahul; Jamila, Farda; Liana, Revi Rosa
Jurnal Teknik Sipil Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2025.32.1.2

Abstract

Abstract Tidal energy is one of the renewable energy sources that could be utilised to reduce Indonesia's carbon emissions produced in the energy sector. Many straits have been studied for tidal current energy; however, several straits in Western Indonesia Waters have yet to be studied. In this study, a depth-averaged tidal flow numerical modelling is conducted, with the aim of assessing the tidal current energy resources at Aroih Raya, at Aceh Waters, Northwestern tip of Sumatra Island. The modelling employed the Delft3D-FLOW suite, prescribed with GEBCO bathymetry and TPXO boundary conditions. The model achieved a good validation against a tidal elevation measurement and produced a qualitative similarity to the flow pattern recorded in a navigational book. The modelling output revealed the most energetic flow is situated at the bottleneck of the strait going westward and eastward, with flow speed reaching 2 m/s during spring tide conditions. With five cells identified as potential sites, the Sabelle D10 turbine was found to be suitable for the water depth and current velocity characteristics. Preliminary projection revealed that with 25 turbines at each cell, the projected technical resource is 4,993 MWh for a three-month period. Overall, this tidal current can accommodate 2.58% of Aceh Besar's electricity needs by 2044. Keywords : Aroih raya, Delft3D, hydrodynamic modelling, marine renewable energy, tidal current. Abstrak Energi pasang surut merupakan salah satu sumber energi terbarukan yang dapat digunakan untuk mengurangi emisi karbon dari sektor energi di Indonesia. Banyak selat yang telah diteliti untuk energi arus pasang surut, namun beberapa selat di Perairan Indonesia bagian Barat belum pernah diteliti. Dalam penelitian ini dilakukan pemodelan numerik rata-rata kedalaman arus pasang surut yang bertujuan untuk menilai sumber daya energi arus pasang surut di Aroih Raya, Perairan Aceh, Pulau Sumatera. Pemodelan ini menggunakan perangkat lunak Delft3D-FLOW, yang ditentukan dengan batimetri GEBCO dan kondisi batas TPXO. Model mencapai validasi yang baik terhadap pengukuran elevasi pasang surut dan menghasilkan kemiripan kualitatif dengan deskripsi arus dalam buku navigasi. Hasil pemodelan menunjukkan bahwa aliran yang paling energik terletak di bagian bottleneck selat yang mengarah ke barat dan timur, dengan kecepatan aliran mencapai 2 m/detik pada kondisi pasang surut. Terdapat lima sel yang diidentifikasi sebagai lokasi potensial, turbin Sabelle D10 dipilih karena sesuai dengan kedalaman air dan karakteristik kecepatan arus. Proyeksi awal menunjukkan bahwa dengan 25 turbin di setiap sel, sumber daya teknis yang diproyeksikan adalah 4.993 MWh untuk periode tiga bulan. Secara keseluruhan, arus pasang surut ini mampu mengakomodasi 2,58% kebutuhan listrik di Aceh Besar pada tahun 2044. Kata Kunci : Aroih raya, arus pasang surut, Delft3D, energi terbarukan laut, pemodelan hidrodinamika.
Mitigating Flood Peak Discharge with Biopore Absorption Holes (BAH) to Reduce Surface Runoff: Case Study of the Tanralili Sub-watershed Mansida, Amrullah; Gaffar, Farida; Zainuddin, Muh Amir
Jurnal Teknik Sipil Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2025.32.1.3

Abstract

Land use changes in the Tanralili Sub-watershed have profoundly impacted its hydrological dynamics, leading to increased surface runoff and shorter return periods for peak flood discharges. Currently, a significant portion of the area, 75.51%, is dedicated to mixed dryland and wetland agriculture, leaving only 24.49% under forest or grass cover, which has rendered much of the land critical. This research examines the effectiveness of Biopore Absorption Holes (BAH) in mitigating flood risks by enhancing infiltration and reducing runoff. Experiments were conducted on soils with moderate permeability (0.00178 cm/s), utilizing PVC BAH units measuring 10 cm in diameter and 100 cm in length, equipped with biopores of ?10 mm. These units were installed in parallel on a 0.23% slope and tested under various rainfall intensities (I2, I5, I10), determined using the Mononobe equation, while peak discharge was estimated with the Nakayasu Synthetic Unit Hydrograph (HSS Nakayasu). The results showed a 58.80% reduction in peak flood discharge and a 62.99% increase in infiltration. These findings underscore the potential of BAH as an eco-friendly solution for flood mitigation. Expanding the use of BAH on open lands is recommended to bolster watershed resilience and tackle the growing risks of flooding.
Numerical Analisis Numerik Pengaruh Diameter dan Kedalaman Cavity Tunggal Bentuk Lingkaran dalam Lapisan Batu Kapur (Limestone) Terhadap Daya Dukung Fondasi Dangkal Di Atasnya Sinaga, Johannes Andigan; Permana, Adhikrita Arif
Jurnal Teknik Sipil Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2025.32.1.7

Abstract

Abstrak Penelitian ini menganalisis pengaruh diameter dan kedalaman cavity tunggal berbentuk lingkaran terhadap daya dukung fondasi dangkal pada lapisan batuan kapur (limestone) menggunakan metode elemen hingga (Finite Element Method). Parameter utama yang dievaluasi adalah daya dukung relatif (R) berdasarkan variasi diameter cavity (D) dan kedalaman cavity (H) yang relatif terhadap lebar fondasi (B). Karakteristik massa batuan dimodelkan menggunakan kriteria keruntuhan Hoek-Brown. Hasil analisis menunjukkan bahwa dalam kondisi batuan lemah, mekanisme keruntuhan utama adalah punching failure, di mana fondasi menembus lapisan atas batuan yang tidak mampu menahan beban. Cavity dengan diameter besar (D>B) pada kedalaman dangkal (H<B) diidentifikasi sebagai kondisi risiko tinggi, dengan pengurangan daya dukung 70-90% dibandingkan kondisi tanpa cavity. Kondisi ini membutuhkan prioritas penanganan pertama. Penelitian ini juga mengidentifikasi hubungan eksponensial yang mempermudah interpretasi data tanpa melibatkan variabel lebar fondasi (B), sehingga lebih praktis untuk aplikasi teknis. Dalam studi kasus, tiga kriteria desain diajukan: menghindari cavity risiko tinggi, memperkuat cavity, dan menggunakan desain fondasi adaptif. Temuan ini memberikan kontribusi penting dalam memahami pengaruh cavity pada fondasi dangkal di kawasan karst dan menyediakan panduan teknis yang praktis. Kata Kunci: Cavity, batuan kapur, daya dukung fondasi dangkal, finite element method, Hoek-Brown. Abstract This study analyzes the effects of circular single cavity diameter and depth on the bearing capacity of shallow foundations in limestone layers using the Finite Element Method. Key parameters include relative bearing capacity (R) based on cavity diameter (D) and depth (H) relative to foundation width (B). The rock mass was modeled using the Hoek-Brown failure criterion. The results show that in weak rock conditions, the dominant failure mechanism is punching failure, where the foundation penetrates the weak upper rock layer. Cavities with large diameters (D>B) at shallow depths (H<B) are identified as high-risk conditions, reducing bearing capacity by 70-90% compared to conditions without cavities. These conditions require priority handling. The study identifies an exponential relationship simplifying data interpretation without involving foundation width (B), making it more practical for technical applications. In the case study, three design criteria are proposed: avoiding high-risk cavities, reinforcing cavities, and adopting adaptive foundation designs. These findings contribute significantly to understanding cavity effects on shallow foundations and provide practical guidelines for karst region structures. Keywords: Cavity, limestone, shallow foundation bearing capacity, finite element method, Hoek-Brown.
Studi Komparasi Konstitutif Model untuk Kasus Galian Dalam dengan Metoda Elemen Hingga dan Data Monitoring Lapangan: Studi Kasus Proyek Muara Karang Jwantoro, Jwantoro; Susila, Endra; Apoji, Dayu; Basarah, Yuammar Immarazan
Jurnal Teknik Sipil Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2025.32.1.8

Abstract

The construction of underground structures at the Muara Tawar Combined Cycle Power Plant, situated in a coastal area characterized by very soft clay soils, presents significant geotechnical challenges. Careful analysis and planning are crucial to prevent structural failure. This study evaluates the effectiveness of temporary retaining wall systems using sheet piles and strutting during the excavation of the Steam Turbine Generator (STG) Block #4 basement, which is adjacent to existing structures. Utilizing PLAXIS 2D, an advanced Finite Element Method (FEM) software for geotechnical analysis, we modeled and analyzed the soil-structure interaction to optimize the design and construction methodology. The study focused on determining appropriate support systems for deep excavation, ensuring the stability of both the new construction and existing facilities. Results demonstrate that the proposed sheet pile and strutting system effectively prevents soil collapse during construction. This is evidenced by satisfactory safety factors and acceptable deflection values derived from numerical analyses. This research was conducted by comparing three soil models: Mohr-Coulomb, Soft Soil, and Hardening Soil, to analyze their performance in predicting soil behavior for construction purposes.
Pelayanan Low-Cost Carrier dan Full Service Carrier Maskapai Indonesia Soeparyanto, Try Sugiyarto; Statiswaty, Statiswaty; Mangidi, Uniadi; Mandaya , Iradaf
Jurnal Teknik Sipil Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2025.32.1.11

Abstract

Abstrak Penelitian ini bertujuan untuk mengukur kepuasan pengguna sebagai elemen kunci yang berperan penting dalam perkembangan, kontribusi terhadap keberlanjutan, serta upaya strategis dalam regulasi pelayanan maskapai di Indonesia. Objek penelitian ini adalah membandingkan Penerbangan Bertarif Rendah (Low-Cost Carrier/LCC) dan Penerbangan Pelayanan Penuh (Full Service Carrier/FSC) berdasarkan persepsi pengguna, dengan fokus pada aspek pelayanan yang dianggap penting dan kinerja layanan yang dirasakan. Metode yang digunakan adalah kombinasi antara Importance Performance Analysis (IPA) dan Customer Satisfaction Index (CSI), melibatkan 437 responden yang memberikan penilaian menggunakan skala Likert, dengan pengumpulan data dilakukan pada awal bulan Juni 2024. Variabel yang digunakan adalah: Informasi Website, Kebijakan Penetapan Harga, Jadwal dan Rute, Layanan Bandara, Sebelum Penerbangan, Selama Penerbangan dan Setelah Mendarat. 7 variabel tersebut terwakili dalam 26 atribut. Prioritas Utama tertuju pada LCC dengan fokus pada atribut Layanan Desk Check-in dan Konfirmasi Penerbangan yang belum di rasakan maksimal oleh pengguna. Sedangkan FSC telah dianggap baik pada semua variabel dan atribut sehingga fokus pada Pertahankan Prestasi. Indeks Kepuasan yang diperoleh secara keseluruhan pada LCC berada pada kategori Puas dan FSC kategori Sangat Puas. Kata-kata Kunci: Kepuasan penumpang, penerbangan bertarif rendah, penerbangan pelayanan penuh Abstract This research aims to measure user satisfaction as a key element that plays an important role in the development, contribution to sustainability, and strategic efforts in regulating airline services in Indonesia. The object of this research is to compare Low-Cost Carriers (LCC) and Full-Service Carriers (FSC) based on user perceptions, focusing on service aspects considered important and the perceived performance of the services. A combination of Importance Performance Analysis and Customer Satisfaction Index methods for 437 respondents with a Likert scale assessment in early June 2024. The variables used are Website Information, Pricing Policy, Schedule and Route, Airport Services, Pre-Flight, In-Flight, and Post-Flight. These 7 variables are represented in 26 attributes. ‘Concentrate These’ on LCC with a focus on the Desk Check-in and Flight Confirmation Service attributes which users have not optimally experienced. Meanwhile, FSC has been considered good in all variables and attributes so it focuses on ‘Keep Up The Good Work’. The overall Satisfaction Index obtained at LCC is in the Satisfied category and FSC is in the Very Satisfied category. Keywords: Full-service carrier, low cost-carrier, passenger satisfaction
Analisis Kerentanan Seismik pada Jembatan Beton Bertulang Eksisting dengan Kolom Pendek: Tinjauan Terkini Guntorojati, Ireng
Jurnal Teknik Sipil Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2025.32.1.9

Abstract

Abstrak Struktur jembatan beton bertulang eksisting yang direncanakan berdasarkan peraturan lama umumnya belum mempertimbangkan konsep perencanaan tahan gempa dan belum mengaplikasikan detailing seismik yang memadai. Hal ini menjadi perhatian bagi jembatan eksisting dengan kolom pendek yang memiliki aspek rasio (a/h) di bawah 2.5 dan berpotensi mengalami mekanisme keruntuhan geser atau geser-lentur. Mekanisme keruntuhan tersebut mengakibatkan performa struktur jembatan akibat gempa memiliki tingkat ketidakpastian yang tinggi. Analisis kerentanan seismik pada struktur jembatan eksisting dapat dilakukan dengan mengembangkan kurva kerentanan menggunakan incremental dynamic non-linear time history analysis yang mampu menghasilkan nilai probabilitas kerusakan pada berbagai intensitas gempa. Penelitian terdahulu umumnya mengembangkan kurva kerentanan berdasarkan idealisasi perilaku sendi plastis pada kolom jembatan yang mengalami mekanisme keruntuhan lentur akibat beban gempa. Studi ini menyampaikan tinjauan terkini (state-of-the-art) yang meliputi penelitian struktur jembatan beton bertulang dengan kolom pendek, khususnya yang perilaku keruntuhannya tidak didominasi oleh mekanisme lentur. Tinjauan ini juga mengusulkan kerangka kerja untuk penilaian risiko seismik dan pengembangan kurva kerentanan yang lebih sesuai untuk struktur jembatan dengan kolom pendek. Hasil tinjauan ini dapat memberikan gambaran yang lebih jelas mengenai risiko seismik yang dihadapi oleh jembatan dengan kolom pendek, serta menunjukkan potensi penelitian lanjutan yang dapat dilakukan untuk pengembangan kurva kerentanan yang lebih akurat dan relevan. Kata-kata Kunci: Analisis kerentanan seismik, jembatan beton bertulang eksisting, kolom pendek, kurva kerentanan, mekanisme keruntuhan geser Abstract Existing reinforced concrete bridge structures designed based on older regulations often do not consider seismic design concepts and lack adequate seismic detailing. This issue is particularly concerning for existing bridges with short columns and aspect ratio (a/h) below 2.5, which has the potential of shear or flexural-shear failure mechanisms. These failure mechanisms result in a high level of uncertainty in the seismic performance of bridge structures.Seismic fragility analysis of existing bridge structures can be performed by developing fragility curves using the incremental dynamic non-linear time history analysis method, which is capable of providing damage probability for various levels of seismic intensity. Previous studies typically developed fragility curves based on idealized plastic hinge behavior in bridge columns subjected to flexural failure mechanisms.This study presents a state-of-the-art review of reinforced concrete bridge structures with short columns, especially those whose failure behavior are not dominated by flexure mechanism. This review also proposes a framework for seismic risk assessment and for the development of more suitable fragility curves for bridge structures with short columns.The findings of this study can provide an understanding of the seismic risk in bridges with short columns, while also highlighting the potential for future research to develop more accurate and relevant fragility curves. Keywords: Seismic fragility analysis, existing reinforced concrete bridges, short columns, fragility curves, shear  failure mechanisms
Analisis Desain Pekerjaan Peninggian Jalan pada Lokasi Banjir (Studi Kasus: Ruas Bts. Kab. Serang – Bts. Kota Pandeglang) Rizki, Hevil Saftia; Kusumawati, Aine; Zain, Nasuhi
Jurnal Teknik Sipil Vol 32 No 1 (2025): Jurnal Teknik Sipil - Edisi April
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2025.32.1.6

Abstract

Abstrak Ruas Jalan Bts. Kab. Serang – Bts. Kota Pandeglang STA. 1+100 merupakan ruas jalan yang rawan banjir di Provinsi Banten. Alternatif penanganan ruas jalan yaitu berupa peninggian jalan. Penelitian dilakukan dengan perhitungan menggunakan Pedoman Desain Drainase Jalan Nomor: 23/SE/Db/2021 terkait tinggi luapan air banjir sebagai dasar penentuan tinggi minimum peninggian. Analisis desain sistem perkerasan metode empiris menggunakan Manual Desain Perkerasan Jalan Tahun 2024 No. 03/M/BM/2024, lalu dimodelkan untuk dianalisis dengan metode mekanistik-empiris program kenpave dan dilakukan perbandingan dalam aspek biaya dari setiap sistem perkerasan. Hasil analisis kebutuhan peninggian jalan yaitu minimum sebesar 23 cm. Analisis metode empiris didapatkan tebal beton pada rigid pavement yaitu 315 mm dipilih Tipe 1R dan 2R, tebal aspal pada flexible pavement yaitu 285 mm. Ditentukan 2 tipe rigid pavement dan 4 tipe flexible pavement dianalisis dengan program Kenpave. Analisis metode mekanistik-empiris rigid pavement memilih Tipe 2R dengan index cracking dan max stress terkecil, untuk flexible pavement dipilih Tipe 4F dengan jumlah repetisi beban pada fatigue cracking dan permanent deformation yang paling besar. Analisis biaya untuk umur rencana 40 tahun rigid pavement Tipe 2R senilai Rp. 10.615.725,00/m’ dan flexible pavement Tipe 4F senilai Rp. 12.437.698,00/m’. Dipilih Tipe 2R dengan biaya lebih kecil dari Tipe 4F. Kata kunci : Peninggian jalan, sistem perkerasan, MDP 2024, kenpave. Abstract The road section Bts. Kab. Serang – Bts. Kota Pandeglang STA. 1+100 is a flood-prone road in Banten Province. An alternative solution for the road section is to raise the road. The research was conducted with calculations using the Road Drainage Design Guidelines Number: 23/SE/Db/2021 related to the flood overflow height, which serves as the basis for determining the minimum elevation height. The analysis of the pavement design system using the empirical method follows the Road Pavement Design Manual 2024 No. 03/M/BM/2024, which is then modeled for analysis using the mechanistic-empirical method with the Kenpave program, and a cost comparison is conducted for each pavement system. The analysis results for the road elevation requirement indicate a minimum of 23 cm. The empirical method analysis obtained a concrete thickness of 315 mm for rigid pavement, selecting Type 1R and 2R, and an asphalt thickness of 285 mm for flexible pavement. Two types of rigid pavement and four types of flexible pavement were analyzed using the Kenpave program. The analysis of the mechanistic-empirical method for rigid pavement selects Type 2R with the smallest cracking index and max stress, while for flexible pavement, Type 4F is chosen with the highest number of load repetitions in fatigue cracking and permanent deformation. Cost analysis for a 40-year design life of rigid pavement Type 2R is Rp. 10,615,725.00/m’ and flexible pavement Type 4F is Rp. 12,437,698.00/m’. Type 2R was chosen because its cost is lower than Type 4F. Keywords : Raising road, pavement systems, MDP 2024, kenpave.

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