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Jurnal Teknik Sipil dan Arsitektur
Published by Universitas Tunas Pembangunan Surakarta
ISSN : 28079418     EISSN : 25982257     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil dan Arsitektur dibentuk sebagai wadah publikasi karya ilmiah dibidang teknik sipil dan arsitektur.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 380 Documents
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KOMPOSISI FASAD WISMA KILANG SEBAGAI BASIS REKONSTRKSI ARSITEKTUR JENGKI DI BALIKPAPAN Huldiansyah, Denny; Tajri M, Fulkha; Sherlia, Sherlia
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5806

Abstract

Jengki architecture represents a modern architectural style that flourished in Indonesia during the 1950s and 1960s. One of its remaining examples is Wisma Kilang, located at Pantai Kilang Mandiri, Balikpapan. This building serves as a silent witness to the city’s visual transformation over time and once stood out for its distinctive form that shaped the architectural trends of its era. However, modernization has brought significant alterations to the building, primarily driven by contemporary functional demands and owner preferences. The façade, in particular, has undergone substantial changes in its components, materials, and overall composition, posing a potential threat to the continuity of Jengki architectural identity. This study aims to identify façade components and analyze their compositional characteristics to understand the phenomena of consistency and transformation. A qualitative-descriptive method with a rationalistic paradigm was applied in field data collection. Data were analyzed through morphological visual analysis and triangulation. The research examined six Wisma Kilang buildings, focusing on roof structures, fences, columns, and openings. Findings indicate several façades have changed, especially in doors, windows, and canopy roofs, due to renovation and functional adaptation. Nevertheless, two buildings maintain a consistent façade composition, which may serve as a preliminary reference for reconstructive and preservation efforts of historical buildings within the façade context in the future
STUDI AWAL PERMEABILITAS DAN KUAT TEKAN BETON BERPORI RAMAH LINGKUNGAN DENGAN PEMANFAATAN LIMBAH INDUSTRI Khairunnisa, Hanyta; Suhaimi; Fadhil, Ammar; Kurnia, RDI
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5823

Abstract

The increasing generation of industrial waste and the growing demand for sustainable construction materials have driven the development of pervious concrete as an environmentally friendly pavement material. Pervious concrete possesses high drainage capability, effectively reducing surface runoff and enhancing groundwater infiltration. This study evaluates the effect of High-Density Polyethylene (HDPE) waste as a partial replacement for coarse aggregate on the compressive strength, density, porosity, and permeability of pervious concrete using split and gravel aggregates at a water–cement ratio (w/c) of 0.40. HDPE was incorporated at 0%, 5%, 10%, and 15% by weight of coarse aggregate, and testing was conducted at 28 days. The results show that compressive strength decreased from 16.75 MPa to 10.32 MPa for gravel and from 18.92 MPa to 15.41 MPa for split aggregate. Density declined from approximately 2100 kg/m³ to about 1850 kg/m³ with increasing HDPE content. Conversely, porosity increased from 30–32% to 37–38%, while permeability rose from approximately 29–35 mm/s to 44–46 mm/s. A strong correlation (R² > 0.80) was found between porosity and permeability, indicating that hydraulic performance is predominantly governed by the interconnected pore structure induced by HDPE modification. Overall, a 5% HDPE substitution achieved the best balance between structural strength and drainage performance without significant strength loss, supporting the implementation of green infrastructure principles in sustainable pavement systems, whereas HDPE contents above 10% were mechanically inefficient.
ANALISIS DAYA DUKUNG DAN PENURUNAN TIANG PANCANG TERHADAP HASIL PDA PADA PROYEK SPAM PEKANBARU-BANGKINANG Arifin, Arifin; Yusa, Muhamad; Wibisono, Gunawan
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5827

Abstract

The drinking water supply system (SPAM) is an infrastructure facility specifically designed to provide clean and safe drinking water that meets established health standards. In this project, the construction buildings utilize foundations in the form of piles and bored piles, which serve as essential structural elements to support and distribute loads from the columns to the underlying hard soil layer. A properly designed foundation ensures the stability and durability of the overall structure. This study aims to analyze and determine the bearing capacity of the foundation using several analytical approaches, namely the Meyerhoff, Reese & Wright, and Luciano Decourt methods, while the settlement analysis is carried out using the Fellenius and Vesic methods. The research was conducted in Kampar Regency, Riau Province, Indonesia. The data used in this analysis include Standard Penetration Test (SPT) data and Pile Driving Analyzer (PDA) test results obtained from field observations. The calculation results indicate that the bearing capacity obtained from the Meyerhoff method is 103 tons, Reese & Wright 176 tons, Luciano Decourt 353 tons, and PDA 204 tons. Meanwhile, the settlement results show values of 10.7 mm for the Fellenius method, 16.05 mm for the Vesic method, and 14.5 mm for PDA measurements.
KARAKTERISTIK MARSHALL CAMPURAN ASPAL PORUS DENGAN PEMANFAATAN LIMBAH BONGGOL JAGUNG SEBAGAI FILLER Pramanda, Firzi Abi; Hartatik, Nurani; Rizkiardi, Aditya; Prasetyo, Yudi D
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5858

Abstract

Porous asphalt is a mixture of hot asphalt with an open gradation, characterized by a high proportion of coarse aggregates and a low proportion of fine aggregates, creating large air voids of around 18% - 25% in the mixture structure. These air voids are designed to allow water flow during rain, thus reducing the occurrence of surface water pooling on roads. Currently, porous asphalt is being developed as an alternative material for the construction of wearing courses. This study aims to analyze the use of corn cob waste as a filler in porous asphalt mixtures. The study tests the optimum asphalt content (OAC) in mixtures using corn cob ash filler that passes through a No. 200 sieve (0.075 mm) by 1%, with variations of asphalt content at 4%, 4.5%, 5%, 5.5%, and 6%. The determination of optimum asphalt content follows the guidelines set by the Bina Marga Specifications (Revision 2, 2018) and the Australian Asphalt Pavement Association (AAPA 2004), using three main parameters: Marshall, Cantabro Loss (CL), and Asphalt Flow Down (AFD). The results showed that the values of the three main parameters, namely Void in Mixture (VIM) at asphalt contents of 4% - 4.5% (20.81% and 18.25%), met the required range of 18% - 25%, Cantabro Loss (CL) at asphalt contents of 4.5% - 6% (29.10%, 23.61%, 18.69%, 14.29%) met the requirement of ? 35%, and Asphalt Flow Down (AFD) at 4% - 4.5% (0.15% and 0.25%) met the requirement of ? 0.3. The optimum asphalt content (OAC) in this study was found to be 4%.
PENGARUH PEMANFAATAN LIMBAH SANDAL JEPIT TERHADAP PARAMETER MARSHALL PADA CAMPURAN ASPAL PORUS Darurrizqi, Muhammad; Hartatik, Nurani; Prasetyo, Yudi D.
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5859

Abstract

The rapidly growing industrial sector in Indonesia, ranging from home-based industries to large-scale enterprises, has the potential to generate inorganic waste containing hazardous chemicals that are difficult to decompose and may have adverse impacts on the environment. This study specifically examines waste produced from the slipper manufacturing process by a home-based industry located at Jl. Wadungasri No. 43, Waru, Sidoarjo, as an additive material in porous asphalt mixtures. Porous asphalt is a modern technology within the category of flexible pavement designed to address water puddling issues on road surfaces, owing to its physical structure that contains voids allowing water to pass through. The research methodology employed in this study follows the approach proposed by the Australian Asphalt Pavement Association (AAPA, 2004), in which the Optimum Asphalt Content (OAC) obtained was 4.72%. The testing conducted using an OAC of 4.72% involved substituting waste material into the total mixture with variations of slipper waste content at 0%, 1.5%, 3%, and 4.5%. In accordance with the porous asphalt parameters specified by the Australian Asphalt Pavement Association (2004), at an Optimum Asphalt Content (OAC) of 4.72% and with a recycled flip-flop waste variation of 1.5%, the average Cantabro Loss (CL) obtained was 28.34%, the average Air Flow Density (AFD) was 0.19%, the average Marshall Stiffness (MQ) was 614.1 kg/mm, the average stability was 1217.7 kg, and the average Voids in Mix (VIM) was 20.5%. At an OAC of 4.72% and a waste variation of 3%, the average CL obtained was 33.44%, the average AFD was 0.13%, the average MQ was 621.3 kg/mm, the average stability was 896.2 kg, and the average VIM was 21.5%. At an OAC of 4.72% and a waste variation of 4.5%, the average CL obtained was 36.76%, the average AFD was 0.07%, the average MQ was 529.4 kg/mm, the average stability was 554.6 kg, and the average VIM was 24.9%. Keyword: AAPA 2004, Open Graded, Flip Flops Waste, Marshall Test.
INTEGRASI CITRA UDARA DAN BATIMETRI UNTUK PENYUSUNAN MODEL ELEVASI BELOKAN SUNGAI WONOKROMO Maulana, Nauval Usa; Patriadi, Andi
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5893

Abstract

Penelitian ini bertujuan untuk menghasilkan model elevasi yang akurat pada segmen belokan Sungai Wonokromo melalui integrasi fotogrametri udara berbasis Unmanned Aerial Vehicle (UAV) dan pengukuran batimetri. Banjir di wilayah Surabaya Selatan dipengaruhi oleh kombinasi pasang surut, penyempitan geometri sungai, serta sedimentasi pada tikungan yang menurunkan kapasitas aliran, sehingga diperlukan informasi topografi dan batimetri yang lebih detail. Akuisisi data dilakukan menggunakan Unmanned Aerial Vehicle (UAV) yang menghasilkan 653 citra dengan 20 GCP dan 8 ICP, serta survei kedalaman sungai menggunakan echosounder frekuensi 200 kHz. Alur pemrosesan meliputi penyelarasan citra, pembuatan dense cloud, konstruksi DSM/DTM, pembuatan ortofoto, dan integrasi data batimetri yang telah dikoreksi ke tinggi ortometrik menggunakan model geoid SRGI. Evaluasi ketelitian menunjukkan nilai CE90 sebesar 0,064 m dan LE90 sebesar 0,073 m, memenuhi standar ketelitian Kelas 1 untuk pemetaan skala 1:1.000. Ortofoto yang dihasilkan memiliki GSD 2 cm dan mampu merepresentasikan detail morfologi tikungan sungai dengan sangat baik. DEM topobatimetri yang terintegrasi menghasilkan model elevasi menyeluruh dari darat hingga dasar sungai, yang dapat dimanfaatkan untuk analisis pola aliran, identifikasi area erosi–deposisi, serta evaluasi perubahan bentuk meander Sungai Wonokromo. Hasil ini menunjukkan bahwa dataset yang dihasilkan sangat layak digunakan untuk analisis hidromorfologi dan perencanaan mitigasi banjir di kawasan tersebut.
ROLES OF ENVIRONMENTAL CONDITIONS AND ULTRASONICATION IN RELEASING ORGANIC MATTER FROM BIOLOGICAL ACTIVATED CARBON Anggreini, Sri; Saputra, Ade Jaya; Sanjaya S, LQ Parulian
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5899

Abstract

Biological activated carbon (BAC) is widely used in drinking water treatment because it combines adsorption on activated carbon with biodegradation carried out by the attached microbial community. However, environmental shifts such as changes in pH, temperature, or physical disturbances may cause previously adsorbed organic matter (OM) to detach from the activated carbon. This phenomenon can increase dissolved organic carbon in treated water and potentially affect downstream processes. This study examined how pH, temperature, and ultrasonication influence the release of OM from BAC. The BAC was extracted using DOC-free tap water under different pH conditions (5.8, 7.0, and 8.6) and temperatures (5°C, 20°C, and 30°C), with and without the application of ultrasonication. After treatment, dissolved organic carbon (DOC) and UV absorbance at 260 nm (UV260) were measured to characterize the released OM. The results show that higher pH promotes OM detachment, with both DOC and UV??? values increasing markedly under alkaline conditions. Temperature also played a strong role; warmer conditions enhanced OM release, indicating that higher kinetic energy and increased molecular mobility facilitate detachment. Ultrasonication consistently intensified the release across all conditions, suggesting that the disruption of biofilms and the reopening of blocked pores contribute to this effect. The findings highlight the sensitivity of BAC to operational changes and underscore the importance of monitoring OM release to maintain the reliability of drinking water treatment systems.
PENGARUH BEBAN GEMPA TERHADAP RESPON STRUKTUR GEDUNG TUA TERBENGKALAI (STUDI KASUS: GEDUNG KLABAT PLAZA MANADO) Potalangi, Jessen Granbey; Oroh, Ficky Marcellino; Ramadhani, Nur Fitri
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5904

Abstract

Penelitian ini bertujuan untuk mengevaluasi pengaruh beban gempa berdasarkan zonasi terbaru terhadap respons struktur Gedung Klabat Plaza Manado, yaitu sebuah bangunan tua yang telah lama terbengkalai dan berada pada wilayah dengan tingkat aktivitas seismik tinggi. Kajian dilakukan melalui investigasi lapangan meliputi pengumpulan data kondisi fisik bangunan, pengujian mutu beton menggunakan rebound hammer, pengujian kuat leleh tulangan baja melalui metode Leeb Hardness Test, serta pemindaian tulangan untuk mengidentifikasi konfigurasi aktual elemen struktural. Selanjutnya, pemodelan struktur dilakukan menggunakan SAP2000 v.26 dengan mengadopsi parameter beban gempa sesuai SNI 1726:2019 melalui analisis respons spektrum dan analisis nonlinier pushover. Hasil analisis respons spektrum menunjukkan bahwa simpangan maksimum pada kedua arah masih memenuhi batas interstorey drift yang disyaratkan standar, sehingga secara elastis struktur masih memiliki kekakuan lateral yang cukup. Namun, hasil analisis pushover mengungkap bahwa struktur berada pada level kinerja Damage Control, dengan beberapa kolom lantai dasar melampaui batas Collapse Prevention (CP). Kondisi ini menunjukkan bahwa struktur rentan mengalami mekanisme strong beam–weak column yang berbahaya pada saat terjadi gempa besar. Elemen kritis terutama ditemukan pada kolom dasar, balok kantilever, dan balok nonprismatis yang mengalami konsentrasi gaya dalam signifikan. Secara keseluruhan, gedung masih dapat dipertahankan apabila dilakukan perkuatan yang tepat, khususnya pada elemen kolom dasar dan sistem penahan gaya lateral. Penelitian ini memberikan dasar teknis penting bagi upaya rehabilitasi bangunan tua serta pengambilan keputusan pengelolaan aset bangunan di kawasan rawan gempa.
ANALISIS REKAYASA LALU LINTAS SIMPANG EMPAT MANNA KAMPUS GODEAN, JALAN YOGYAKARTA - DEMAKIJO, NGESTIHARJO, KASIHAN, BANTUL Susanto, Nur Budi; Haryanto, Iman; Hidayat, Nursyamsu; Wiryanta; Aryaradjasa, Renno; Putri, Ferrolinna Cendykia; Sektiaji, Hutama
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5919

Abstract

Yogyakarta – Demakijo Road, better known as Godean Road, is a primary collector road in the Special Region of Yogyakarta that connects the city of Yogyakarta, Bantul Regency, and Sleman Regency. Along Yogyakarta – Demakijo, there are several 3-arm and 4-arm road intersections that connect to the surrounding areas. This study analyzes the traffic performance and provides engineering recommendations for the Manna Kampus Godean Four-Arm Intersection on Yogyakarta-Demakijo Road, Ngestiharjo, Kasihan, Bantul. The research was prompted by the policy of closing right-turn access via water barriers, forcing vehicles to make U-turns and creating weaving movements. The analysis method employed the 2023 Indonesian Road Capacity Manual (PKJI) to evaluate the performance of the four existing weaving sections. The results indicate that all sections suffer from a very high degree of saturation (DS), exceeding 1.5, signifying overcapacity conditions. Traffic delays were also recorded, ranging from 2.01 to 2.95 seconds/pcu. To achieve the ideal DS of ? 0.85, simulations recommend widening the weaving sections to 11-16 meters. However, a cost analysis reveals that land acquisition alone would require a minimum budget of IDR 70 billion, coupled with potential social conflicts. As an alternative, reactivating the traffic signals (APILL) could be considered but necessitates further in-depth study on vehicle movement characteristics.
PENILAIAN POTENSI BANJIR BANDANG MENGGUNAKAN METODE FLASH FLOOD POTENTIAL INDEX (FFPI) DENGAN MODEL KRUZDLO (STUDI KASUS: SUB DAS WAY ILAHAN, LAMPUNG) Fitriana, Indri Rahmandhani; Sahid, Sahid; Putra, Riyan Hari
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5925

Abstract

A flash flood is a rapidly occurring flood with a high discharge rate and significant destructive power. Flash floods result from a combination of natural factors and human activities and have serious consequences for society, such as loss of life, infrastructure damage, and environmental impact. This study aims to map the potential hazard areas of flash floods in the catchment area of Way Ilahan, Tanggamus Regency, Lampung Province using the Flash Flood Potential Index (FFPI) method based on GIS with the Kruzdlo model (2010). This method processes spatial data such as slope maps, vegetation density, land use, and soil texture. Through this approach, flash flood hazard classes can be identified based on regional characteristics analyzed within a GIS system using raster processing techniques. The study results indicate that 363.63 hectares of the Way Ilahan catchment area fall into the high-category flash flood hazard class, while 19,089.18 hectares are categorized under the medium-level hazard class. Through this mapping, relevant stakeholders such as local governments and communities can take more effective preventive measures to reduce the impact of flash flood disasters.

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