@inproceedings{scholars7567,
       publisher = {CRC Press/Balkema},
         journal = {Engineering Challenges for Sustainable Future - Proceedings of the 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016},
           title = {Investigating the potential of soil-nail retaining structures as a slope strengthening remedy by capitalizing on reliability analysis technique},
           pages = {27--32},
            note = {cited By 1; Conference of 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016 ; Conference Date: 15 August 2016 Through 17 August 2016; Conference Code:180169},
            year = {2016},
             doi = {10.1201/b21942-7},
        abstract = {Landslide is one of the major geo-hazard escorted by uncertainties that give escalation to hundreds of deaths every year.The strategy of slope remediation or stabilization is a common treatment of landslides. At present, safety factor method is agreed to soil nailing design and analysis. In oneway it seems to be the positive assumption. Thus if reliability analysis method is introduced into soil nailed wall design and analysis, a lot of consequences can be mitigated. In this study, the author has targeted the uncertainties; poses threats to soil-nail retaining structure{\^a}??s reliability. {\^A}{\copyright} 2016 Taylor \& Francis Group, London.},
        keywords = {Environmental engineering; Landslides; Offshore oil well production; Safety factor; Soils, Design and analysis; Geo hazards; Reliability analysis method; Retaining structure; Safety factor methods; Soil nailed wall; Soil nails; Soil-nailing, Reliability analysis},
             url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85009775701&doi=10.1201\%2fb21942-7&partnerID=40&md5=1a68b091aa5df1ae3ee20056dbe2e35e},
            isbn = {9781138029781},
          author = {Qasim, S. and Harahap, I. S. H. and Baharom, S. and Imran, M. and Kazmi, D.}
}