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Journal of Advanced Civil and Environmental Engineering
Published by Universitas Islam Sultan Agung
ISSN : 25993356     EISSN : -     DOI : http://dx.doi.org/10.30659/jacee
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
Journal of Advanced Civil & Environmental Engineering invites and welcomes the submission of advanced research and review papers, innovations and developed selected conference papers that have never been previously publicized. This journal provides publications and a forum to the academics, scholars and advanced level students for exchanging significant information and productive ideas associated with all these disciplines. The relevant topics of the latest progressive findings or developments will be taken seriously into consideration, the topics covered by the journals include: Materials Structure and Structural Analysis Geotechnic Water resources/hydro Construction management Transportation Highway engineering Environmental science and engineering
Arjuna Subject : Psikologi - Psikologi (Lain-Lain)
Articles 95 Documents
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Alternative Methods Of Handling Three Unsignalized Intersections Using Traffic Management On Ujungrusi Highway II Adiwerna Sub-District Tegal District Yusuf, Muhamad; Salsabilla, Nadya Shafira; Hermawan, Okky Hendra; Weimintoro, W; Pratama, Hasemi Rafsanjani
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 1 (2025): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.1.1-12

Abstract

Abstract: Ujungrusi Highway II is an alternative route that connects Tegal regency and city, passed by various vehicles every day. The three intersections on this road have different sizes and elevations, but lack signs, road markings, and clear dividing lines, confusing road users. The presence of restaurants, stalls, and indiscriminate parking further worsens the smooth flow of traffic, exacerbated by the absence of traffic lights that trigger congestion, especially during peak hours. This study aims to analyze side barriers, evaluate intersection performance, and determine the level of congestion using the MKJI (1997) method to design solutions. Data was collected through direct observation, including traffic flow, intersection conditions, and environmental factors. The results showed that the highest volume occurred on Monday morning (06.00-08.00 WIB), with medium class side obstacles (M), an intersection capacity of 2,294.52 pcu/h, and a Degree of Saturation (DS) of 1.185. With LoS category D (25.1-40 seconds/pcu), this intersection is classified as poor, so strategic steps are needed to overcome congestion.Keywords: MKJI 1997; Triple intersection analysis; Unsignalized intersection.
Implementation of Building Construction Management Anwar, Rizali Roy; Pratikso, P; Wibowo, Kartono; Sulistyo, Juny Andry
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 1 (2025): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.1.24-31

Abstract

The problem of building construction on soft soil of the structure, so that at the planning stage it is known that there are quite a lot of design criteria, especially in the lower building structure and ground floor. Similarly, during the development phase, construction equipment and methods face the problem of a very high level of risk analyst on soft soil conditions and prone to subsidence. Resource risk plays an important role in the project time frame on infrastructure projects on soft soils during the construction phase. The use of Decision Support System (DSS) for construction project management with a Scientific Evolution Analysis approach., The methodology used is that building repair priorities can be used using the Analytical Hierarchy Process (AHP) and Profile Matching methods. The method is carried out by the implementation of building construction, which is analyzed using the Analytical Hierarchy Process (AHP) method with Excel application software. The decision-making system model was created by generating a computer-based Building Information Management (BIM) application with MySQL. The results of this study are several alternative construction design designs for the bottom of buildings on soft soil depending on the number of floors that greatly affect the type of underground building other than the type of soil, or without D walls and piles and the model developed makes it easy to choose the type of foundation because it is computer-based with PHP-MySQL program.
The Influence of Steel Fiber on the Characteristics of Paving Blocks Ekapraja, Huda; Mudiyono, Rachmat
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 1 (2025): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.1.13-23

Abstract

This study aims to (1) evaluate the effect of steel fibers on the characteristics of paving blocks and (2) determine the optimal mixture composition of steel fibers, cement, sand, and water. The composition variations of cement, steel fibers, and sand were 0%:30%:70%, 1%:30%:69%, 2%:30%:68%, and 2.5%:30%:67.5%, with a constant water-cement ratio (W/C) of 0.5. The characterization involved physical properties (density and water absorption) and mechanical properties (compressive and flexural strength). The results showed that water absorption and compressive strength for Sample A were 8.37% and 17.515 MPa, Sample B: 8.47% and 25.306 MPa, Sample C: 9.22% and 22.227 MPa, and Sample D: 9.92% and 23.388 MPa. Based on the SNI 03-0691-1996 standard, only Sample B met the quality requirement for grade B. The optimal composition for producing paving blocks with superior characteristics was 1%:30%:69% (Sample B), which achieved the lowest water absorption (8.47%) and the highest compressive strength (25.306 MPa). This result suggests that incorporating 1% steel fiber enhances paving block quality by reducing water absorption while improving mechanical strength.
Modeling Studi Of Flexural Pavement on Soft Soil Using Plaxis 2d Software Rumbyarso, Yonas Prima Arga; Pratikso, P; Arief, Rifqi Brilyant
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 1 (2025): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.1.47-54

Abstract

Road construction on soft soils presents significant technical challenges due to the natural properties of the soil such as low bearing capacity, high compressibility and limited shear strength. This study aims to analyze the response of soft clay soil to vertical loads under varying water infiltration conditions using numerical modeling with PLAXIS 2D software. Modeling was performed at a laboratory scale of 1:20 with a soft soil thickness of 57 cm and a 3 cm thick flexible pavement layer. Simulations were conducted under three water addition scenarios: 19%, 36%, and 53%, each with a waiting period of 3 days before a load of 20.4 kg was applied. The simulation results showed that increasing the water content significantly affected the soil deformation (displacement), with vertical settlement values of 0.06128 mm, 0.1342 mm, and 1.039 mm for the 19%, 36%, and 53% scenarios, respectively. Meanwhile, the effective stress values also experienced a limited increase, namely 10.17 kN/m², 11.39 kN/m², and 11.41 kN/m². This finding indicates that although the effective stress increases numerically, saturated conditions due to high infiltration can actually decrease the overall stability of the soil.
Pile Capacity Analysis Using Hydraulic Static Pile Driver and Pile Driver Analysis Test Method on the Tuntang River Bridge Foundation, Grobogan Regency Al Mukarom, Su'udi; Rochim, Abdul; Astuti, Meilinda Dwi
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 1 (2025): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.1.32-46

Abstract

Abstract : Results of the analysis of the compressive pile capacity of the HSPD results with PDA-Test (CAPWAP) with The results of the pile capacity analysis using the PDA Test (CAPWAP) obtained an average value of Qult = 480 tons , while the results of the pile pressure capacity analysis using the HSPD Hydraulic Static Pile Driver obtained an average value of Qult = 250.17 Ton so that maximum load on a single pile with a load of Pmax = 225.78 tons / pile. Capacity analysis results from the interpretation value of the compressive pile capacity from the PDA-Test (CAPWAP) with HSPD Hydraulic Static Pile Driver Power support Pile Q ult = 392 Tons at a depth of 28 m from the top of the pile with a pile settlement value of 14.63 mm, so that pile able to support the maximum load on the pile and the settlement is still safe against Pmax settlement value 2.5 cm.

Page 10 of 10 | Total Record : 95

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