cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Rudi Sugiono Suyono
Contact Email
Rudi Sugiono Suyono
Phone
-
Journal Mail Official
untanjtst@gmail.com
Editorial Address
-
Location
Kota pontianak,
Kalimantan barat
INDONESIA
Jurnal Teknik Sipil
Published by Universitas Tanjungpura
ISSN : 14123576     EISSN : 26218429     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil Universitas Tanjungpura merupakan publikasi ilmiah berkala yang diperuntukkan bagi peneliti yang hendak mempublikasikan hasil penelitiannya dalam bentuk studi literatur, peneltian, dan pengembangan teknologi sebagai bentuk penerapan metode, algoritma, maupun kerangka kerja. Melalui penulisan Jurnal Teknik Sipil yang terbit pada bulan Juni dan Desember setiap tahun. Redaksi Jurnal Teknik Sipil Universitas Tanjungpura mengundang para profesional dari dunia usaha, pendidikan dan peneliti untuk berpartisipasi mengembangkan profesi serta menyebarluaskan perkembangan ilmu dalam bidang Teknik Sipil termasuk geoteknik, transportasi, struktur, sumberdaya air dan lingkungan dengan penekanan khusus pada pengurangan resiko bencana termasuk pendekatan sosio-teknik untuk penanggulangan.
Arjuna Subject : -
Articles 588 Documents
 55   56   57   58   59 
Analysis of Plastic Box Girder Bridge with Twin Box Cross Sections Yuslinda, Yuslinda
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.104372

Abstract

In conventional steel bridge design, the material stress–strain response is often idealized as bilinear, neglecting strain hardening and potentially underestimating plastic capacity. This study investigates the influence of strain hardening on the plastic behavior of a plastic box girder bridge with twin box cross-sections. A 40 m span bridge with a total width of 10 m was analyzed using SAP2000 v15, following RSNI T-03-2005 for design provisions and RSNI T-02-2005 for loading. Two constitutive models were compared: a bilinear model and a strain-hardening model. The evaluation focused on the moment–curvature response, plastic moment, the extent of the inelastic region, and the shape factor. Results show that incorporating strain hardening increases the plastic moment from 171,000 kNm to 223,000 kNm, corresponding to a 23.32% enhancement. Moreover, the predicted length of the inelastic region increases by approximately 2.5 times relative to the bilinear assumption. These findings confirm that strain hardening substantially improves flexural capacity and ductility, highlighting the importance of realistic material modeling in plastic bridge analysis.
Performance Evaluation of T-Beam Bridge Girder: A Structural Capacity Analysis for Flexure and Shear Fetriani, Wenti; Naduta, Oktiardi; Putra, Bery Aristha; Dewi, Sari Utama
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.102659

Abstract

T-beam girders are primary load-bearing elements in short- to medium-span reinforced concrete bridges, requiring accurate assessment of flexural and shear capacities to satisfy ultimate limit state criteria. This study evaluates the structural performance of a 12 m span reinforced concrete T-beam bridge through deterministic analysis in accordance with SNI 2847:2019 and load provisions specified in SNI 1725:2016. Unlike studies relying on numerical simulation or simplified checks, this research employs a code-consistent analytical comparison of demand and capacity to verify structural adequacy under the governing load combinations. Ultimate bending moments (Mu) and shear forces (Vu) were calculated based on bridge geometry, material properties, and reinforcement detailing, and subsequently compared with factored flexural (ϕMn) and shear (ϕVn) capacities. The results indicate that the maximum Mu of 1,775.93 kNm and Vu of 623.76 kN remain below their respective capacities, with ϕMn equal to 1,795.93 kNm and ϕVn exceeding Vu. These findings confirm that the T-beam girder satisfies ultimate limit state requirements and demonstrate the effectiveness of deterministic code-based evaluation for bridge safety verification.
Evaluation of Intersection Capacity under One-Way Traffic Management during Eid Al-Fitr at Sicincin, West Sumatra Feri, Fadel Muhammad; Yossyafra, Yossyafra; Yosritzal, Yosritzal
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.100227

Abstract

West Sumatra Province is one of the main destinations for Eid homecoming traffic in Indonesia, leading to a substantial increase in traffic volume, particularly along the Sicincin–Padang Luar corridor. To reduce congestion, a one-way traffic system was implemented during the H−3 to H+3 Eid period in 2023 and extended to H−3 to H+5 in 2024. However, the effectiveness of this strategy at the Sicincin Intersection requires further evaluation. This study evaluates the operational performance of the Sicincin Intersection during the implementation of the one-way traffic system and proposes suitable intersection control measures. The methodology comprises classified traffic-volume surveys, observations of queue length and delay, intersection performance analysis based on the Indonesian Highway Capacity Guidelines (PKJI), and microscopic simulation using VISSIM. The results show that during the Eid period, the maximum queue length reached approximately 70 m and the average delay per vehicle was 20.65 s in 2023, increasing to approximately 74 m and 21.85 s in 2024. The findings indicate that signalised control outperforms priority control by reducing traffic conflicts and vehicle delays under saturated traffic conditions. However, queue lengths remain influenced by high traffic demand and limited storage capacity.
System Dynamics of Toll Road Social Impacts: Causal Archetypes and Social Interaction in the Bakauheni – Terbanggi Besar Section Marina, Bernaditha Catur; Putranto, Leksmono Suryo; Sulistyorini, Rahayu
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.101249

Abstract

Toll road development in Indonesia is a key driver of regional connectivity and economic growth, yet its social impacts are often complex and insufficiently captured by conventional evaluation methods. This study analyzes the dynamic social impacts of the Bakauheni–Terbanggi Besar Toll Road in Lampung Province using a system dynamics approach. Unlike prior impact assessments that rely on static indicators, this research explicitly models feedback interactions among social and economic variables through a Causal Loop Diagram (CLD). Data were obtained from literature review, policy documents, and regional socioeconomic indicators. The model groups variables into three interrelated clusters: mobility and accessibility, local economic activity, and social interaction. The results identify two reinforcing feedback loops linking improved accessibility to economic growth and investment to infrastructure expansion, and one balancing loop associated with agricultural land conversion and increased livelihood vulnerability. The analysis reveals that short-term economic gains may induce long-term social risks, including livelihood transformation and social inequality, if mitigation measures are not systematically integrated. These findings demonstrate the value of system dynamics for anticipating unintended social consequences of large-scale transport infrastructure projects.
Study of Pedestrian Facilities on Jalan Sutan Syahrir and Jalan K.H. Agus Salim, Pontianak, Kalimantan Barat Alhadad, Syarif Muhammad Rayhan; Mayuni, Siti; Said, Said
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.93201

Abstract

This study examines the performance of pedestrian facilities along Jalan Sutan Syahrir and Jalan K.H. Agus Salim in Pontianak, Indonesia, two major urban corridors that experience persistent challenges in accessibility, connectivity, and user comfort. The research aims to evaluate sidewalk compliance with prevailing technical standards and to assess user satisfaction. A mixed-method approach was adopted, employing the Guttman Scale to measure conformity with Regulation of the Minister of Public Works No. 03/PRT/M/2014 and Guideline No. 07/P/BM/2023, and the Likert Scale based on interviews with 96 respondents to capture user perceptions. The findings indicate that sidewalks on Jalan Sutan Syahrir demonstrate high compliance in safety, comfort, and aesthetics, yet show deficiencies in accessibility, supporting facilities, and connectivity. Conversely, Jalan K.H. Agus Salim exhibits moderate safety performance but lower ratings in comfort, accessibility, and connectivity. User satisfaction results classify Jalan Sutan Syahrir as generally comfortable, while Jalan K.H. Agus Salim is perceived as uncomfortable. These results highlight the need for targeted improvements to enhance pedestrian mobility.
Green Shells (Perna Viridis L.) Application as A Partial Substitute for Fine Aggregate on Concrete Experiment Kurniawan, Reyhan Aliev; Prabowo, Yudi Setio
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.98770

Abstract

The depletion of natural aggregates and the accumulation of shellfish waste necessitate the development of alternative materials for concrete production. This study evaluates the feasibility of using green mussel shell powder (GMSP) as a partial replacement for fine aggregate in concrete. Unlike earlier studies that primarily focus on limited substitution levels, this research systematically examines a broad range of replacement levels (0–50%) to identify the performance threshold for GMSP incorporation. Concrete mixtures were evaluated for 28-day compressive strength, water absorption, and fresh-state workability. The results indicate a nonlinear relationship between GMSP content and compressive strength, with optimal performance at 10% replacement. At this level, a compressive strength of 28.26 MPa was achieved, exceeding the control mixture by 12.8%, attributed to the high CaCO₃ content (77.5%) and associated matrix densification. Higher substitution levels led to a marked reduction in strength due to increased porosity and deterioration of the interfacial transition zone. Although water absorption increased with GMSP content, all values remained within acceptable durability limits. The findings confirm that GMSP from Margaluyu Village is a viable supplementary material, with 10% replacement recommended for optimal structural and sustainability performance.
Nonlinear Static Pushover Evaluation of the Performance of the Faculty of Nursing Building at the University of Timor with ASCE 41-17 Resky, Yoseph Satrio; Zacharias, Hendry David; Siahaya, Rivaldo
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.103823

Abstract

The Faculty of Nursing Building at Universitas Timor is a critical academic facility designed in accordance with SNI 1726:2019 and SNI 2847:2019. Despite compliance with these standards, its structural capacity and seismic performance have not been thoroughly verified. This study evaluates the building’s structural behavior using a nonlinear static pushover approach. Structural data were derived from design drawings and modeled in ETABS to simulate seismic demands for 250- and 1000-year return periods. Section-level nonlinear behavior was examined using XTRACT and ETABS Section Designer to define plastic hinge properties and overstrength factors. The results demonstrate that the building’s lateral capacity exceeds the seismic demand for both hazard levels. Performance assessment based on interstory drift limits prescribed by ASCE 41-17 indicates Immediate Occupancy (IO) for the 250-year earthquake and Life Safety (LS) for the 1000-year earthquake. However, the predicted collapse mechanism is undesirable, as initial yielding occurs in the column elements. Overall, the structure exhibits satisfactory seismic capacity and performance.
Compressive Strength and Water Absorption Analysis of Perforated Paving Blocks Incorporating Waste Candlenut Shell Ash Aprilia Sari, Nur Fajar; Cahyono, Luqman; Rismawati, Ria; Sholihah, Mar'atus
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.104139

Abstract

The extensive use of candlenut shells as boiler fuel generates substantial ash residues that pose environmental challenges if inadequately managed. Concurrently, conventional paving blocks exhibit limited permeability, thereby increasing urban surface runoff. This study evaluates the feasibility of incorporating candlenut shell ash as a partial replacement for fine aggregate in perforated paving blocks. Distinct from prior studies that focus on ash application in dense concrete systems, this research emphasizes permeability-oriented pavement performance alongside material valorization. Chemical composition was determined using X-ray Fluorescence analysis, while mechanical and durability-related properties, including compressive strength and water absorption, were assessed in accordance with SNI 03-0691-1996. The ash contained 80.04% CaO, suggesting potential pozzolanic activity. Experimental results indicate that a 1:4 mix proportion provides optimal performance, achieving a compressive strength of 20.60 MPa that satisfies Quality B requirements and a water absorption of 9%, meeting Quality C criteria. These findings demonstrate the technical viability of candlenut shell ash for permeable paving applications and support its integration into sustainable urban drainage and circular material management systems.
Analysis of Concrete Compressive Strength Using Blood Clam Shells (Anadara Granosa) as a Substitute for Part of Coarse Aggregate Hidayat, Mohamad Irpan; Prabowo, Yudi Setio
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.98758

Abstract

The growing demand for concrete has exacerbated the depletion of natural aggregates, necessitating the exploration of alternative materials derived from waste streams. This study examines the feasibility of using blood cockle shells (Anadara granosa), a coastal waste by-product, as a partial replacement for coarse aggregates in structural concrete. Unlike most previous studies that emphasize fine aggregate or filler substitution, this research focuses on coarse aggregate replacement and its influence on both fresh and hardened concrete performance. An experimental program was conducted using 150 mm concrete cube specimens with replacement levels of 0%, 5%, 10%, and 15% by weight, designed in accordance with SNI 03-2834-2000 for a target strength of 25 MPa. All specimens were water-cured and tested at 7, 14, 21, and 28 days. Workability was evaluated through slump tests, while compressive strength was measured using standard compression testing. Results show that workability increased with higher shell content, whereas compressive strength reached an optimum value of 26.5 MPa at 5% replacement before declining at higher substitution levels. These findings demonstrate that low-percentage substitution of blood cockle shell is technically viable and offers a sustainable pathway for structural concrete applications.
Silica Fume and Aluminum Powder Effects on Strength and Porosity of Pervious Concrete under Peat and PDAM Curing Hariyani, Susi; Nizar, Nizar; Justitiannisa, Innino
Jurnal Teknik Sipil Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v26i1.104081

Abstract

Pervious concrete used in peatland environments is susceptible to durability loss due to acidic, organic-rich exposure that alters its pore structure and matrix integrity. This study evaluates the effects of silica fume (SF) and aluminum powder (AP) on the compressive strength and porosity of pervious concrete under two curing media: PDAM water and peat water. SF contents ranging from 0–10% and AP contents from 0–0.9% by cement weight were investigated. Compressive strength and porosity tests were conducted at 28 and 56 days to assess mechanical and physical performance, whereas durability trends were interpreted through microstructural considerations. The results indicate that PDAM water curing yields higher strength and lower porosity compared with peat water curing. SF incorporation enhances matrix densification through pozzolanic reactions, reducing pore connectivity, whereas appropriate AP dosages help stabilize the internal pore network. The optimal mixture achieved a compressive strength of 50.88 kg/cm² and porosity of 16.98%. Even under aggressive peat-water curing, modified mixtures exhibited improved performance, suggesting greater durability potential.

Page 58 of 59 | Total Record : 588

 55   56   57   58   59 

Filter by Year

2008 2026


Reset
Filter By Issues
All Issue Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025 Vol 25, No 2 (2025): Vol 25, No 2 (2025): JURNAL TEKNIK SIPIL EDISI MEI 2025 Vol 25, No 1 (2025): Vol 25, No 1 (2025): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2025 Vol 25, No 4 (2025): Jurnal Teknik Sipil: Vol 25, No. 4, November 2025 Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024 Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024 Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024 Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024 Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023 Vol 23, No 3 (2023): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2023 Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023 Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023 Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022 Vol 22, No 1 (2022): JURNAL TEKNIK SIPIL EDISI JUNI 2022 Vol 22, No 1 (2022) Vol 21, No 2 (2021): JURNAL TEKNIK SIPIL EDISI DESEMBER 2021 Vol 21, No 1 (2021): JURNAL TEKNIK SIPIL EDISI JUNI 2021 Vol 20, No 2 (2020): JURNAL TEKNIK SIPIL EDISI DESEMBER 2020 Vol 20, No 1 (2020): JURNAL TEKNIK SIPIL EDISI JUNI 2020 Vol 19, No 2 (2019): JURNAL TEKNIK SIPIL EDISI DESEMBER 2019 Vol 19, No 1 (2019): JURNAL TEKNIK SIPIL EDISI JUNI 2019 Vol 18, No 2 (2018): JURNAL TEKNIK SIPIL EDISI DESEMBER 2018 Vol 18, No 1 (2018): JURNAL TEKNIK SIPIL EDISI JUNI 2018 Vol 17, No 2 (2017): JURNAL TEKNIK SIPIL EDISI DESEMBER 2017 Vol 17, No 1 (2017): JURNAL TEKNIK SIPIL EDISI JUNI 2017 Vol 16, No 2 (2016): JURNAL TEKNIK SIPIL VOL 16 NO 2 EDISI DESEMBER 2016 Vol 16, No 1 (2016): JURNAL TEKNIK SIPIL VOL 16 NO 1 EDISI JUNI 2016 Vol 15, No 2 (2015): JURNAL TEKNIK SIPIL VOL 15 NO 2 EDISI DESEMBER 2015 No 1 (2015): JURNAL TEKNIK SIPIL VOL 15 EDISI JUNI 2015 Vol 14, No 2 (2014): Jurnal Teknik Sipil Edisi Desember 2014 Vol 14, No 1 (2014): Jurnal Teknik Sipil Edisi Juni 2014 Vol 13, No 2 (2013): Edisi Desember 2013 Vol 13, No 1 (2013): Edisi Juni 2013 Vol 12, No 1 (2012): JURNAL TEKNIK SIPIL VOL 12 NO 1 EDISI JUNI 2012 Vol 12, No 2 (2012): Edisi desember 2012 Vol 11, No 2 (2011): JURNAL TEKNIK SIPIL VOL 11 NO 2 EDISI DESEMBER 2011 Vol 11, No 1 (2011): Edisi Juni 2011 Vol 10, No 2 (2010): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 10 No 2 Des - 2010 Vol 10, No 1 (2010): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 10 No 1 Juni - 2010 Vol 9, No 2 (2009): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 9 No 2 Des - 2009 Vol 9, No 1 (2009): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 9 No 1 Juni - 2009 Vol 8, No 1 (2008): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 8 No 1 Juni - 2008 More Issue