Risk Analysis of Slaving Floor in Construction Sites

Year 2019, Volume: 9 Issue: 1, 1637 - 1645, 01.01.2019

Sepanta Naimi Houda Hrizi

Abstract

This study allows the application of tools for the analysis and prevention of natural risks of a real project. The importance of introducing the actors and the main stages of risk management and the difference between risk and uncertainty are emphasized. The aim of the study is to detect the risk and its location diligently, and determine if there is a risk of slippery ground on the site. In this study, Ghandouri project is described around a geotechnical analysis that confirms the existence of different stages and the risk of slippage in a practical situation. Current paper attempts to eliminate the risk by analyzing the soil and using Talren and Slop programs and offers a solution to ensure the stabilization of the site found.

Keywords

Risk analysis,, construction site,, geotechnical analysis,, slippery ground.

References

• [1] Beer M, Zhang Yi, Tong Quek S, Phoon KK. Reliability analysis with scarce information: Comparing alternative approaches in a geotechnical engineering context. Struct Saf 2013;41:1–10.
• [2] Ching Jianye, Phoon Kok-Kwang. Correlations among some clay parameters — the multivariate distribution. Rev Can Geotech J 2014;51(6):686–704. https://doi.org/ 10.1139/cgj-2013-0353.
• [3] Hutchinson TPTP, Lai CD. Continuous bivariate distributions emphasising applications (No. 04; QA278, H8.). 1990.
• [4] Ang, A.H.S., Tang, W.H., 2007. Probability Concepts in Engineering: Emphasis on. Applications to Civil and Environmental Engineering, Seconded. John Wiley & Sons.
• [5] Xu, L., Coop, M.C., Zhang, M.S., Wang, G.L., 2018. The mechanics of a saturated silty loess and implications for landslides. Eng. Geol. 236, 29–42.
• [6] Zhang, W.G., Goh, A.T.C., Xuan, F., 2015. A simple prediction model for wall deflection caused by braced excavation in clays. Comput. Geotech. 63, 67–72.
• [7] Zhang, J., Wang, H., Huang, H.W., Chen, L.H., 2017. System reliability analysis of soil slopes stabilized with piles. Eng. Geol. 229 (7), 45–52.
• [8] Wang, Y., Cao, Z.J., Au, S.K., 2010. Efficient Monte Carlo simulation of parameter sensitivity in probabilistic slope stability analysis. Comput. Geotech. 37 (7–8), 1015–1022.
• [9] Kaya Özlem, Türk İnşaat Sektöründe Risk AnaliziveYönetiminin Araştırılması,yüksek lisans tezi,2010,Yıldız teknik üniversitesi.
• [10] Latif Onur UĞUR, İnşaat sektöründe riskler ve risk yönetimi, Yük. İnş. Müh.tezi,2006,İstanbul üniveritersi.
• [11] Doç.Dr.Selim Altun, zemin iyileştirme yöntemleri derin temeller ve uygulama örnekleri,inş.Müh.geoteknik ana bilim dalı.2010.
• [12] Office of Project Management Process Improvement, Project Risk Management Handbook, First Edition, June 26, 2003, Sacramento.