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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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IDENTIFIKASI PENYEBAB TIMBULNYA LIMBAH PROYEK KONSTRUKSI DI KOTA AMBON Evana Bintang, Syakira; Taihuttu, Felix; Sangadji, Fauzan A.
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.v31i1.5683

Abstract

Construction waste is a common issue faced in development projects, primarily due to inefficient material usage, technical errors, and lack of supervision. In Ambon City, the increase in construction activities has not always been accompanied by proper waste management. This study aims to identify the most dominant types of construction waste and analyze the main factors causing the generation of such waste from the perspective of stakeholders, namely contractors, consultants, and government agencies. The method used is a descriptive quantitative approach through a two-stage questionnaire distribution. The first stage was conducted to determine the most dominant type of waste, while the second stage measured the intensity of the factors causing waste generation based on project phases: planning, procurement, and implementation. A total of 77 respondents were involved in this study. Data analysis techniques included validity tests, reliability tests, as well as mean analysis and ranking using the SPSS program. The results show that ceramic tiles are the most dominant type of waste. The main contributing factor is the large number of unusable ceramic tile cuts due to mismatched room dimensions, followed by incomplete working drawings and careless material handling. Waste management strategies derived from respondent feedback have been validated by experts and deemed feasible for on-site implementation.
EVALUASI PENERAPAN SISTEM MANAJEMEN KESELAMATAN DAN KESEHATAN KERJA (SMK3) (Studi Kasus : Pembangunan Gedung Workshop Cikarang) Hakim, Nurkholis; Wibowo, Kartono; Antonius, Antonius
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.v31i1.5709

Abstract

Occupational safety and health are crucial aspects in the implementation of construction projects, especially large-scale projects such as the construction of the Workshop Building in Cikarang. Workplace accidents that still frequently occur on-site highlight the importance of evaluating the implementation of the Occupational Safety and Health Management System (OSHMS). This study aims to measure the level of OSHMS implementation, identify the barriers to its implementation, and evaluate the strategies used to overcome these barriers. The method used in this study is descriptive evaluative with a quantitative approach, where data was collected through the distribution of questionnaires to 80 respondents consisting of workers and project management teams. The research instruments were tested using validity and reliability tests, and the results were analyzed using mean calculations and the Relative Importance Index (RII). Data was processed using SPSS software. The research results indicate that the level of SMK3 implementation is in the “Very Good” category, with the highest average score of 4.7 and an RSI of 0.94 on the indicator of understanding and implementation of safety procedures. The obstacles faced were categorized as “Less Hindering,” with the lowest average score of 1.89 and an RSI of 0.38 related to management commitment to SMK3. Meanwhile, strengthening strategies such as safety briefings and SOP evaluations were categorized as “Very Effective,” with the highest average score of 4.63 and an IKR of 0.925. The conclusion of this study is that the implementation of SMK3 in this project has been optimal, with minimal obstacles and effective control strategies
PERBANDINGAN UJI CBR LAPANGAN MENGGUNAKAN DCP DAN CBR LABORATORIUM PADA RUAS JALAN DALAM NEGERI HUTUMURI Asmawan, Yayan; Kalalimbong, Abraham; Mansye Ronal
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.v31i1.5712

Abstract

The strength of the subsoil plays a very important role in the planning of road pavement structures. If the soil strength is insufficient, the road pavement may experience damage. Therefore, a soil investigation is necessary to identify the characteristics and bearing capacity of the soil. One method for measuring the soil's bearing capacity is through the calculation of the CBR (California Bearing Ratio) value. This study aims to examine the soil characteristics and compare the CBR values obtained from field measurements using a DCP (Dynamic Cone Penetrometer) with those obtained from laboratory testing. Based on the AASHTO classification, the soil in the road section in Hutumuri is classified as A-2-4, A-2-5, and A-2-7. The results of this study show that the lowest ratio between laboratory CBR and field CBR is 1:1.13 at point 3, while the highest ratio is 1:1.19 at point 1. Based on the obtained ratio, it appears that to determine the CBR value without conducting laboratory CBR testing, one can use a multiplier of 1.13 to 1.19 times the field CBR value obtained from the DCP test.
ANALISIS POLA RUANG DAN TIPOLOGI ARSITEKTUR MARITIM DI PESISIR PANTAI LEATO SELATAN KOTA GORONTALO Mohammad Imran; Putalan, Reinal; Hakim, Didiet Haryadi; Bahmid, Mohamad Raihan; Isima, Mohamad Teguh
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.v31i1.5766

Abstract

Coastal areas are strategic regions that reflect the interaction between humans and the maritime environment. In Leato Selatan Village, Gorontalo City, there is a coastal community settlement with distinctive spatial characteristics and architectural forms as a result of adaptation to local geographical and cultural conditions. This study aims to analyze the spatial patterns of the settlement and the maritime architectural typology in the area. The method used in this study is a descriptive qualitative approach with data collection techniques through field observations, in-depth interviews, visual documentation, and literature studies. The analysis was conducted on the spatial arrangement, building orientation, and architectural elements that reflect adaptation to the coastal environment. The results of this study identified the spatial patterns in South Leato Village as coastal fishing settlements and classified the maritime architectural typology that reflects local wisdom and socio-ecological factors in South Leato Village.
ANALISIS PENGARUH PEMASANGAN CONTROLLED MODULUS COLUMN (CMC) PADA DAYA DUKUNG DAN PENURUNAN TANAH LUNAK Julita Hayati; Alfredo, Alexander; Sitepu, Arif Rahman Hakim; Syuhada, Syahidus
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.v31i1.5773

Abstract

The construction of a structure on soft soil has the potential for structural failure. This phenomenon occurs because the low bearing capacity of soft soil is accompanied by high compressibility, resulting in large settlements and low stability. This problem needs to be solved by soil improvement. In the Indrapura–Kisaran STA 112 + 500 Toll Road Construction Project, soil will be filled more than the ground's bearing capacity. Therefore, a soil improvement method using a Controlled Modulus Column (CMC) is necessary. The analysis method used in this study uses analytical methods and the finite element method (FEM). The analysis was performed by comparing the bearing capacity and settlement in conditions without improvement (preloading) and with improvement using CMC. The installation of CMC with a spacing of 1 meter, a diameter of 0.42 meters, an LTP thickness of 1 meter, and a concrete quality of 16.41 MPa showed an increase in soil bearing capacity of 30%. The rise in ground bearing capacity also affected soil compressibility, resulting in a reduction of up to 68% in soil settlement. Therefore, installing CMC on soft soil effectively increases bearing capacity and reduces settlement. Ground stability is improved, with the safety factor rising to 2.11. Keyword: bearing capacity, Controlled Modulus Column (CMC), settlement, soft soil, soil improvement
TINGKAT KEPATUHAN TENAGA KERJA KONSTRUKSI DALAM IMPLEMENTASI PELAKSANAAN K3 PADA PROYEK KONSTRUKSI DI KOTA SURAKARTA Susila, Herman; Joko Priyanto, Kusdiman; Agtya Putra, Yusuf; Setyo Hidayat, Wisnu
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.v31i1.5780

Abstract

Surakarta (Solo), as one of the major cities in Central Java, is experiencing rapid development in the construction sector, both for commercial, residential, and infrastructure projects. The implementation of SMKK (Vocational Occupational Safety and Health) in construction projects in Surakarta is certainly a very important aspect to create a safe, healthy work environment, and avoid potential work accidents. Occupational Safety and Health (K3) is an important aspect in construction projects to prevent work accidents and increase worker productivity. However, the level of compliance with K3 in the field remains a significant challenge. This study aims to analyze the level of worker compliance with K3 in construction projects and the factors that influence it. The research method uses a quantitative approach by distributing questionnaires to construction workers and field observations. Testing in this study uses descriptive statistical methods. This study shows that worker compliance with K3 in Surakarta City is in the good category with an average of 3.078. The Top Management Commitment to K3 variable has the highest compliance level (3.13), while the K3 Regulations and Procedures variable has the lowest compliance value (3.01). For other variables are the Use of PPE (3.113), Worker Communication (3.093), Work Environment (3.09), Worker Competence (3.027). From these results, to increase the level of compliance of construction workers in implementing K3, further efforts are needed in the form of increased education and stricter supervision.
ANALISIS FAKTOR-FAKTOR YANG MEMPENGARUHI PREFERENSI PEMILIHAN MODA WISATAWAN MANCANEGARA DI KAWASAN KUTA RAYA Wicaksana, Ngurah Putu Bayu Pinasthika; Yori Herwangi
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.v31i1.5785

Abstract

Kuta Raya is one of Bali’s main tourist destinations, characterized by high mobility among international tourists and various transportation mode options. This study aims to analyze the factors related to international tourists’ preferences in choosing transportation modes in the Kuta Raya area. Data were collected through questionnaires distributed to 134 international tourists visiting Kuta, Seminyak, and Legian. The analysis employed the Crosstab method with the Chi-Square (?²) test to identify statistical relationships between tourist characteristics, travel factors, and mode choice. The results indicate that driving license ownership (SIM A), frequency of visit, transportation cost, and parking cost have a significant relationship (p < 0.05) with tourists’ mode choice. Meanwhile, variables such as gender, age, income, and comfort show no significant relationship. These findings suggest that cost-related aspects and travel experience are the main considerations influencing international tourists’ transportation mode preferences in the Kuta Raya area.
KAJIAN PENILAIAN KONDISI JEMBATAN MENGGUNAKAN PEDOMAN PEMERIKSAAN JEMBATAN 2022 DAN BRIDGE HEALTH INDEX (BHI) Saraswati, Ayu; Aditya, Muhammad Fathur
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.v31i1.5800

Abstract

Indonesia remains committed to prioritizing national infrastructure development in an effort to boost regional economic growth. Proper optimization of funds is necessary, given the high maintenance costs. Thus, proper procedures and systematic implementation are essential. To achieve the best results, a bridge management system is needed. However, in its application, the bridge management system in Indonesia still faces assessment challenges (bias) that can affect the results. Therefore, several approaches are needed to complement development and provide input. To evaluate the assessment system in the 2022 Bridge Inspection Guidelines, this study aims to adopt the Bridge Health Index (BHI) method. This study attempts to identify the advantages and disadvantages of both approaches, which are expected to contribute significantly to the development of bridge management systems in Indonesia. Based on the results of the analysis, the BHI method provides a priority order for handling based on bridge condition values, while for the 2022 Guidelines, the priority order cannot yet be determined because there is still a bias between the condition values of one bridge and another, so further analysis is needed. Based on the comparison results, damage to the core elements of the bridge will be prioritized when these elements are weighted. The ranking results can be made clearer by using a numerical assessment range and a weighting scheme, which reduces bias. This perspective is important to provide input for developers and contribute to the growth of Indonesia's bridge management system in the future.
PERKUATAN GESER BALOK BETON BERTULANG MENGGUNAKAN GFRP (STUDI KASUS: GOR BAROMBONG MAKASSAR) Aditya, Muhammad Fathur; Saraswati, Ayu
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.v31i1.5801

Abstract

Shear failure is recognized as a brittle and sudden collapse mode, making it a critical issue that necessitates effective strengthening solutions for reinforced concrete beam structures. The main objective of this study is to evaluate the effectiveness and feasibility of Glass Fiber Reinforced Polymer (GFRP) composite as external reinforcement to address the shear strength deficit in reinforced concrete beams. The case study focuses on the West Tribune beams of GOR Barombong Makassar, which experienced shear failure due to a combination of low material quality, exposure to an aggressive marine environment, and increased capacity demands resulting from the seismic standard update from SRPMM to SRPMK. The research methodology utilized analytical calculations based on the ACI 440.2R-08 guidelines. Analysis results indicate that the existing shear strength of the beams is 424.23 kN, while the required additional strength varies from 21.57 kN to 53.93 kN to meet the design shear strength. Six GFRP U-Wrap strengthening configurations were analyzed, demonstrating the capability to provide additional shear strength ranging from 26.68 kN to 55.31 kN. The application of a specific GFRP configuration at the beam supports successfully increased the total shear capacity by 6.3% to 13.0%, proving that GFRP is an effective and efficient shear strengthening solution, and is superior due to its non-corrosive properties, making it suitable for aggressive environments.
PREFERENSI PRIORITAS PENGEMBANGAN RUANG PADA PERUMAHAN TIPE 21 Annisa Oktareangga Dheany; Preambudi, Akbar
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.v31i1.5803

Abstract

Type-21 houses are among the most popular forms of housing for low-income communities due to their affordability and the support of government subsidy programs. However, the limited building area encourages occupants to undertake spatial transformations to meet functional needs and accommodate the dynamics of domestic activities. This study aims to identify the preferences and priorities of spatial development in Type-21 housing as a basis for understanding residents’ adaptive spatial patterns. Data were collected through questionnaires, interviews, and field observations involving 24 Type-21 houses located in four residential areas in Magelang. Samples were selected purposively, focusing on privately owned houses that had undergone renovation. The analysis was conducted by assigning scores to the sequence of space priorities based on interview results and observations of layout changes at each renovation stage. The findings reveal that the top three space priorities are the living room, master bedroom, and main bathroom/WC, which represent the basic functions originally provided by developers. However, the kitchen emerged as an additional primary need, considered essential by all respondents. Subsequent priorities include the terrace, additional bedrooms, and laundry areas, which develop according to the economic capacity and family size of each household. These results indicate that spatial development in small-scale housing occurs progressively and adaptively,

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