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All Journal Jurnal Ekonomi Jurnal Sipil Krisna
Faizal Addin Achmad
Universitas Krisnadwipayana
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Materials Science & Nanotechnology Mathematics Transportation

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RISK MANAGEMENT TO MINIMIZE CONSTRUCTION COMPANIES PROBLEMS Faizal Addin Achmad
Jurnal Ekonomi Vol. 12 No. 02 (2023): Jurnal Ekonomi, Perode April - Juni 2023
Publisher : SEAN Institute

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Abstract

The research objective is to explain and describe risk management in minimizing problems that occur in the construction companies. The research method was carried out qualitatively through a literature study approach with the development of theory from W. Brand William about risk management. Data collection techniques with documentation studies. Data processing techniques with condensation, data presentation, and drawing conclusions. Data validity technique with source triangulation. The results of the study show: (1) risk management is an effort made by the construction company to manage the risks that the construction company will face or is currently facing. (2) company problems are problems that arise as a result of discrepancies between processes and production results due to negligence in the utilization of the construction company resources. (3) company risk management steps: (a) risk identification, by analyzing and analyzing the characteristics of the problems faced by the company. (b) risk measurement, by measuring how big the problem will be at risk of causing harm to the construction company. (c) risk handling, namely efforts made by the company to accept, reject and fix existing problems with the aim of not causing fatal consequences for the construction company.
ANALISIS DAYA DUKUNG PONDASI BORED PILE RS. HERMINA BEKASI DENGAN METODE MEYERHOFF DAN REESE AND WRIGHT Faizal Addin Achmad; Galih Pribadi; Syaiydah Salsabilla
Jurnal Sipil Krisna Vol 8 No 2 (2022): JURNAL SIPILKRISNA
Publisher : Fakultas Teknik Universitas Krisnadwipayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61488/sipilkrisna.v8i2.164

Abstract

This final project discussion aims to review one of the important parts in a building planning, namely foundationplanning. This foundation is what supports and holds a load that works on it. A foundation design is said to becorrect if the load transmitted to the soil does not exceed the strength of the soil in question. Soil investigation isvery necessary for planning foundations, especially drill investigations to ensure the depth of hard soil. Theselection of bored pile foundations depends on the surrounding environmental conditions. This study aims to beable to analyze the value of the carrying capacity of the bored pile and to analyze the decrease in the bored pile.General data is obtained from the results of direct observation and observation at the location of the developmentplan. Secondary data is obtained from the contractor or planning consultant as well as the applicable literature,which is used in the analysis. The analytical method used in this final project is to use the Plaxis 3D computerprogram and the manual calculation method to calculate the bearing capacity and settlement of the foundationsupported by various literatures and geotechnical data obtained. Keywords: Pile foundation, pile bearingcapacity, settlement
Co-Authors Gali Pribadi Syaiydah Salsabilla