cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Hendrik Jimmyanto
Contact Email
jurnallateral@univ-tridinanti.ac.id
Phone
+6281278818551
Journal Mail Official
jurnallateral@univ-tridinanti.ac.id
Editorial Address
Jl. Kapten Marzuki No. 2446 Kamboja Palembang- 30129
Location
Kota palembang,
Sumatera selatan
INDONESIA
Jurnal Teknik Sipil LATERAL
Published by UNIVERSITAS TRIDINANTI PALEMBANG
ISSN : -     EISSN : 29877822     DOI : 10.52333
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Jurnal Teknik Sipil LATERAL Publishes Scientific Articles in the Field of Civil Engineering with scope: 1. Structure Engineering 2. Water Resources Engineering 3. Transportation 4. Geotechnics Engineering 5. Construction Engineering and Management 6. Construction and Building Materials
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 52 Documents
 2   3   4   5   6 
ANALISIS BEBAN GEMPA PADA GEDUNG RUMAH SAKIT MENGGUNAKAN METODE STATIK DAN DINAMIK M. Rifano Anggara; Indra Syahrul Fuad; Ani Firda; Irwandra Septiadi
LATERAL: Jurnal Teknik Sipil Vol 3 No 2 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i2.1140

Abstract

RSUD Siti Fatimah Az-Zahra in the province of South Sumatra is the largest regional government hospital in Indonesia. The hospital functions not only as a place of medical care, but also as a complex health service center, which requires a special and well-integrated building structure design. Analysis of the building structure using static equivalent force analysis and dynamic response spectrum analysis methods within the framework of the upper structure with a focus on comparing displacement and base shear. The purpose of this study is to determine the results of displacement and base shear, and to determine the results of comparison of displacement and base shear results using equivalent static and dynamic response spectrum methods. The results of the research conducted using SAP2000 software calculated the displacement that occurred using the equivalent static method shifted by 1.08% in the X direction and by 3.97% in the Y direction, then using the dynamic spectrum response method shifted by 1.41% in the X direction and by 3.56% in the Y direction, while the base shear for the resulting scale factor in the X direction was 1.412 and for the Y direction was 1.119. The displacement comparison results for the equivalent static method in the X direction are smaller than those for the dynamic spectrum response method in the X direction, and for the equivalent static method in the Y direction are larger than those for the dynamic spectrum response method in the Y direction, while for the base shear calculation, the equivalent static method is larger than that for the dynamic spectrum response method, based on the SNI-1726-2019 reference calculated using SAP2000 software, the structure is still in the SAFE category.
ANALISA AWAL PENINJAUAN KEMBALI RENCANA TATA RUANG WILAYAH (RTRW) KABUPATEN PENUKAL ABAB LEMATANG ILIR Desi Ika Ariyanti; Kiagus Muhammad Aminuddin; Bochori Bochori; Fajar Sadik Islami; Irma Indriani
LATERAL: Jurnal Teknik Sipil Vol 4 No 1 (2026): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v4i1.1314

Abstract

Rapid development dynamics and the update of spatial planning regulations at both national and regional levels require spatial plans to remain adaptive and relevant. This study aims to evaluate the necessity of reviewing Regional Regulation No. 1 of 2018 concerning the Regional Spatial Plan (RTRW) of Penukal Abab Lematang Ilir (PALI) Regency for the 2018–2038 period. The evaluation was conducted comprehensively through two main approaches: a synchronization analysis of spatial utilization against the latest legal frameworks, and a spatial data analysis to assess the quality, validity, and deviations of spatial utilization. The evaluation reveals that the current RTRW content requires significant refinement. In terms of spatial structure, the existing document covers only 76.29% of the required parameters, with a plan depth score of just 36.72%. Critical infrastructure elements, such as local roads, environmental roads, and energy networks, remain insufficiently planned. Meanwhile, the spatial pattern element achieved an 87.50% completeness rate and a 75.00% depth rate, yet still omits strategic areas such as aquaculture and transportation zones. Furthermore, the implementation of the first five-year program shows low execution rates, most notably the delay in establishing Detailed Spatial Plans (RDTR) for designated activity centers. This study concludes that the RTRW of PALI Regency urgently requires a formal revision to integrate updated policy directions and align spatial utilization with actual regional development dynamics.
ANALISIS KAPASITAS TANGKI SEPTIK KOMUNAL DESA SUNGAI BAUNG KECAMATAN TALANG UBI PALI Agus Muslim; Kiagus Muhammad Aminuddin; David Bahrin; Deby Ansyory
LATERAL: Jurnal Teknik Sipil Vol 4 No 1 (2026): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v4i1.1507

Abstract

The Community-Based Sanitation Program (SANIMAS) is a component of the Urban Sanitation and Rural Infrastructure (USRI) program that aims to create and improve the quality of life of the community, both individually and in groups, especially low-income communities in densely populated, slum and sanitation-prone urban areas. This study focuses on calculating the capacity and calculating the budget for the construction of a communal septic tank (RAB). The research location is in Sungai Baung Village, Talang Ubi District, PALI Regency. The design of the Communal Septic Tank (IPAL) building with an emptying time of 2 years. The population increase of 1.6% in 5 years resulted in a total of 355 communal septic tank users P (2020). From the calculation results, it was obtained that the IPAL built had a tank volume of 61 m3/day with a waste volume of 28.4 m3/day where the required sludge tank capacity was 28.5 m3 with a minimum capacity requirement in one day of 1,434 liters/person/day and a water capacity requirement of 5.1 m3.
PEMODELAN GREENSHIELD TERHADAP HAMBATAN SAMPING PADA RUAS JALAN MP MANGKUNEGARA KOTA PALEMBANG Yules Pramona Zulkarnain; Hariman Al Faritzie; Muhammad Andrean Jaya; Syahril Alzahri
LATERAL: Jurnal Teknik Sipil Vol 3 No 2 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i2.1510

Abstract

This study aims to analyze the impact of side friction on traffic performance along MP Mangkunegara Street, Palembang City, using the PKJI 2023 method and the Greenshields model. Observed side friction factors include parked/stopped vehicles, pedestrians, entering/exiting vehicles, and street vendors, with a very high intensity reaching 811.8 events/hour on Saturday and 890.4 events/hour on Tuesday. These conditions contribute to a significant reduction in free-flow speed and road capacity. Based on the Greenshields model analysis, the free-flow speed (Vf) decreased significantly from 38.833 km/h to 26.028 km/h, while the jam density (Dj) increased from 69.90 smp/km to 158.128 smp/km. Although the maximum flow (Qmax) increased due to rising density, the speed at maximum capacity declined. The peak-hour degree of saturation ranged from 0.44 to 0.78, indicating a level of service between B and D.
ANALISIS DAN SIMULASI KINERJA SIMPANG EMPAT INSPEKTUR MARZUKI KOTA PALEMBANG DENGAN METODE PKJI 2023 DAN PTV VISSIM 8.0.2 Yules Pramona Zulkarnain; Hariman Al Faritzie; Fira Oktavia; Ammar Asyraf; Togar Partahi Oloan
LATERAL: Jurnal Teknik Sipil Vol 4 No 1 (2026): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v4i1.1511

Abstract

The Inspektur Marzuki Four-Legged Intersection in Palembang City is an unsignalized intersection that frequently experiences congestion, especially during peak hours. This study aims to analyze the performance of the intersection using the Indonesian Road Capacity Guidelines (PKJI) 2023 and micro simulation through the PTV VISSIM 8.0.2. The data used consist of primary data, including road geometry, traffic volume, vehicle speed, side friction, and delay, as well as secondary data, including maps and site drawings of the intersection and information on the surrounding conditions such as the presence of public facilities and commercial activities.The parameters analyzed include degree of saturation (DS), average delay (T), queue probability (Pa), queue length, and level of service (LOS). Based on the PKJI 2023 method, the highest DS was found to be 0.68 SMP/hour, with an average delay of 11.70 seconds/vehicle and queue probability ranging between 19%–39%. Simulation results using PTV VISSIM showed an average delay of 6.43 seconds/vehicle, an average maximum queue length of 23.86 meters, and an overall LOS in category A.
ANALISIS PERENCANAAN KRIB (PEMECAH ARUS) SEBAGAI PENGAMAN JEMBATAN RANGKA BAJA MENGGUNAKAN PEMODELAN SMS (SURFACE WATER MODELING SYSTEM) (STUDI KASUS : PENGAMAN JEMBATAN AIR ENIM 3 KABUPATEN MUARA ENIM) Aprisandie Aprisandie; Kiagus Muhammad Aminuddin; Arie Putra Usman; Karina Natassia
LATERAL: Jurnal Teknik Sipil Vol 3 No 2 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i2.1521

Abstract

Current Breaker Structure (Crib) is one of the water building constructions that can overcome the problem of river bank damage, which is caused by river flow experiencing a high increase in flood discharge. Adjustment of the type of grib construction used certainly refers to the location of the grib placement so that it can have a real impact in overcoming the destructive power of river water when there is an increase in flood discharge volume. The purpose of this study is to analyze the planned type of current breaker structure (grib) at the location of the Enim 3 Steel Frame Bridge using the SMS (Surface Modeling System) Modeling method that can provide information on water flow in the watershed. This research method is in the form of research by conducting various mathematical and empirical approaches, so that the type of grib that is appropriate to field conditions (soil, river flow, and facilities around the river) will be obtained which will ultimately produce Design Details that can be followed up with construction activities. From the results of the grib planning calculations, 4 grib units with a hexapod type are obtained which are arranged in a trapezoidal shape.
KESESUAIAN HASIL UJI CBR LAPANGAN TERHADAP PERKERASAN JALAN BETON PERUMAHAN GRIYA CURUP EMBUN KOTA PAGAR ALAM Erwin Eka Putra; Kiagus Muhammad Aminuddin; Arie Putra Usman; Akhirini Akhirini; Hendrik Jimmyanto
LATERAL: Jurnal Teknik Sipil Vol 4 No 1 (2026): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v4i1.1543

Abstract

This study aims to assess the alignment of field California Bearing Ratio (CBR) test results with the design specifications for concrete pavement in the construction of Public Infrastructure, Facilities, and Utilities (PSU) for Low-Income Housing (MBR) in Griya Curup Embun Housing Phases I and II, Pagar Alam City. CBR testing was conducted on seven road segments, evaluating both the subgrade and granular (sirtu) layers using the field CBR method as per SNI 1738:2011 . The results indicate that all segments met the technical requirements, with CBR values exceeding the minimum standards greater than 6% for subgrade soil and greater than 60% for granular layers as stipulated in Circular Letter No. 110/KPTS/Dr/2022. One segment (Segment 5) initially showed a CBR value below the requirement but was retested and achieved a compliant value of 91.5%. The findings confirm that the planned concrete road pavement corresponds appropriately with the site's soil bearing capacity. Moreover, the study highlights the importance of accurate test point selection to ensure that CBR values are representative of overall conditions. These results are critical for guiding the planning of sustainable and standard-compliant residential road infrastructure.
ANALISIS PELEBARAN JALAN SEBAGAI STRATEGI PENINGKATAN KAPASITAS, KESELAMATAN, DAN EFISIENSI TRANSPORTASI DI KABUPATEN PALI Andri Wirawan; Kiagus Muhammad Aminuddin; David Bahrin
LATERAL: Jurnal Teknik Sipil Vol 4 No 1 (2026): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v4i1.1548

Abstract

Road widening is a key strategy to improve traffic capacity and transportation service quality. However, integrated evaluations that simultaneously address capacity, safety, and economic benefits remain limited. This study aims to analyze the impact of widening the Simpang 3 Talang Subur – Talang Kemang road section in Penukal Abab Lematang Ilir Regency on traffic capacity, road safety, and economic efficiency. Primary data were collected through an Average Daily Traffic (ADT) survey using the traffic counting method, while secondary data included vehicle growth records and traffic accident statistics. Capacity analysis was conducted based on the Indonesian Highway Capacity Manual (PKJI) 2023 by comparing existing conditions (5 m road width) with a widening scenario (7.2 m). The results show a significant increase in capacity from 1,494 smp/hour to 2,668 smp/hour, accompanied by an improvement in level of service from LOS E to LOS C. Projections indicate that post-widening capacity will accommodate traffic growth for the next 10 years. In terms of safety, widening may increase vehicle speeds, highlighting the need for traffic control and supporting facilities. Economically, benefits were assessed through Travel Time Savings (TTS), demonstrating substantial transport cost efficiency.
STUDI PENGGUNAAN AGREGAT HALUS PASIR DAN AGREGAT KERIKIL ALAM SUNGAI BATANGHARI TERHADAP KUAT TEKAN BETON Putri Della Safera; M Nuklirullah; Fetty Febriasti Bahar
LATERAL: Jurnal Teknik Sipil Vol 3 No 2 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i2.1669

Abstract

Concrete is a widely used construction material due to its high strength and durability. The quality of concrete is greatly influenced by the characteristics of the aggregates that make up 60–70% of the concrete volume. This study aims to analyze the effect of fine sand aggregate and coarse natural gravel aggregate from the Batanghari River on the compressive strength of concrete. Three sample variations were used, namely: AA (Mendapo Quarry and Kasang Quarry aggregates), BB (RBE Quarry and Sengeti Quarry aggregates), and AABB (a combination of AA + BB). The test specimens were cylindrical in shape, measuring 15×30 cm with a design quality of 20 MPa. Compressive strength testing was carried out at the ages of 7, 14, and 28 days according to SNI 1974:2011. The test results at 7 days of age were 5.436 MPa for AA samples, 5.067 MPa for BB samples, 5.879 MPa for AABB samples, at 14 days of age 16.080 MPa for AA samples, 13.389 MPa for BB samples, 14.829 MPa for AABB samples and at 28 days of age 20.907 MPa for AA samples, 17.403 MPa for BB samples and 22.036 MPa for AABB samples which produced the highest compressive strength. The combination of aggregates provides better gradation, low porosity, and higher density. The natural aggregates of Batanghari River are proven to be suitable for use in medium quality concrete.
ANALISIS PENGARUH PENCAMPURAN SEMEN PADA TANAH GAMBUT KUTARAYA TERHADAP NILAI CBR Siti Muslikah; M. Agung; Hermawati Hermawati; Yosieguspa Yosieguspa; Sri Yulianti
LATERAL: Jurnal Teknik Sipil Vol 3 No 2 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i2.1684

Abstract

Peat soil is a soil that physically and technically does not meet the requirements and conditions in construction work.  This study aims to evaluate the improvement of soil carrying capacity using cement stabilization methods, focusing on the value of California Bearing Ratio (CBR) unsoaked. Tests are carried out in laboratories to analyze the physical and mechanical properties of the soil. This research is intended to address the significant subsidence problem that can occur in road construction built on peat soil. The results showed that the CBR value of native soil was 3.00%. After the addition of 4% cement, the CBR value increases to 3.25%. At the addition of 6% cement, the CBR value fell to 2.50%, while at the addition of 8% cement, the CBR value reached 4.17%. It can be concluded that the greatest increase in the value of CBR occurs in the addition of 8% of cement. Thus, soil stabilization methods using cement mixtures can increase the CBR value of peat soils.

Page 5 of 6 | Total Record : 52

 2   3   4   5   6 

Filter by Year

2023 2026


Reset
Filter By Issues
All Issue Vol 4 No 1 (2026): Jurnal Teknik Sipil LATERAL Vol 3 No 2 (2025): Jurnal Teknik Sipil LATERAL Vol 3 No 1 (2025): Jurnal Teknik Sipil LATERAL Vol 2 No 2 (2024): Jurnal Teknik Sipil LATERAL Vol 2 No 1 (2024): Jurnal Teknik Sipil LATERAL Vol 1 No 2 (2023): Jurnal Teknik Sipil LATERAL Vol 1 No 1 (2023): Jurnal Teknik Sipil LATERAL