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All Journal Journal of Advanced Civil and Environmental Engineering
Pratikso, P
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Civil Engineering, Building, Construction & Architecture Environmental Science

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Development of Paving Block Structure Variation for Traffic Safety and Comfort Yusuf, Muhamad; Pratikso, P; Mudiyono, Rachmat; Susanto, Totti Aditya; Saputra, Zoggy Ardi Eka
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 2 (2024): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.2.215-226

Abstract

Urban traffic congestion worldwide leads to air pollution, increased vehicle noise, and longer travel times for both private and public transit. Congestion adversely affects the well-being of road users and urban residents, and traffic accidents are closely linked to congestion. Traffic composition, road infrastructure, environmental conditions, vehicle design, and human behavior can cause congestion. Concrete block pavement is a practical option for improving traffic safety and increasing driving comfort at intersections with traffic lights. Concrete block paving roads are a cost-effective engineering solution for residential, commercial, municipal, and industrial environments. The study uses the Autocad program to create a simulation of a paved surface and a research tool to analyze the model of the research subject. Results indicate that pavement types subjected to higher loads exhibit more deformation than those under lower loads. Pavements with higher weights are more likely to deform, with the Herringbone 90° pavement type able to withstand a maximum load of 2100 kg and exhibiting the highest load deformation rate of 0.21 cm/kg. The study investigates the load-bearing abilities of different pavement kinds and patterns. The Basketweave pavement type has the lowest load capacity at 2077.9 kg and the lowest load deformation rate of 0.41 cm/kg.
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.
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.
Co-Authors Anwar, Rizali Roy Kartono Wibowo, Kartono Muhamad Yusuf, SE., M.Si. Rachmat Mudiyono, Rachmat Rifqi Brilyant Arief, Rifqi Brilyant Saputra, Zoggy Ardi Eka Sulistyo, Juny Andry Susanto, Totti Aditya Yonas Prima Arga Rumbyarso