TY  - CONF
AV  - none
TI  - Investigating the potential of soil-nail retaining structures as a slope strengthening remedy by capitalizing on reliability analysis technique
ID  - scholars7567
SP  - 27
KW  - Environmental engineering; Landslides; Offshore oil well production; Safety factor; Soils
KW  -  Design and analysis; Geo hazards; Reliability analysis method; Retaining structure; Safety factor methods; Soil nailed wall; Soil nails; Soil-nailing
KW  -  Reliability analysis
N2  - 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 structureâ??s reliability. © 2016 Taylor & Francis Group, London.
N1  - 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
PB  - CRC Press/Balkema
SN  - 9781138029781
Y1  - 2016///
EP  - 32
A1  - Qasim, S.
A1  - Harahap, I.S.H.
A1  - Baharom, S.
A1  - Imran, M.
A1  - Kazmi, D.
UR  - https://www.scopus.com/inward/record.uri?eid=2-s2.0-85009775701&doi=10.1201%2fb21942-7&partnerID=40&md5=1a68b091aa5df1ae3ee20056dbe2e35e
ER  -