Fig. 1. A cross section view of example 1
Fig. 2. Cross section view of in-situ loading test
Table 1. Summary of factors recommended by soil nailing wall design codes
Table 2. Summary of properties of soil nail wall components
Table 3. Results of overall stability of example 1
Table 3. Results of overall stability of example 1 (Continued)
Table 4. Summary of CDRs for example 1
Table 5. Summary of properties of soil nail wall components
Table 6. Overall stability analysis results for in-situ loading test
Table 7. Summary of CDRs obtained by conducting the overall stability study for in-situ loading test
References
- American Association of State and Highway Transportation Officials (2014), LRFD Bridge Design Specifications, 7th Edition, American Association of State Highway and Transportation Officials, Washington, USA, Section 3, pp. 1-173.
- Bishop, A. W. (1955), The use of the slip circle in the stability analysis of slopes, Geotechnique, 5: pp. 7-17. https://doi.org/10.1680/geot.1955.5.1.7
- BS EN 1997-1 (2004), Eurocode 7: Geotechnical design. Part 1: General rules, pp. 1-37.
- CLOUTERRE (1991), French National Research Project Clouterre - Recommendations Clouterre 1991, pp. 1-272.
- Construction Industry Research and Information Association (2005), Soil nailing - best practice guidance, London, UK, pp. 93-241.
- Federal Highway Administration (2015), Soil nail walls - reference manual. FHWA GEC 7. FHWA-NHI-14-007. Washington, USA, pp. 84-317.
- GEO (2008), Guide to soil nail design and construction. Geoguide 7. Civil engineering and development department. The government of the Hong Kong. Special Administrative Region. pp. 33-66.
- Halla Engineering & Construction Corp. and Vniel Consultant Co., Ltd. (2006), Development of assembling soil nailing method. Final report of core technology research & development of construction, Korea agency for infrastructure technology advancement, pp. 14-178 (In Korean).
- Kang, I. K., Kwon, Y. H., Park, S. Y., Lee, S. H. and Kim, H. T. (2008), Behavior analysis of soil nailed wall through large scaled load test, Journal of the Korean Geo-environmental society, Vol. 9, No. 3, pp. 51-60 (In Korean).
- Korean Construction Standard Center (2016), KDS 11 70 15 - Design standard for slope reinforcement work, p. 4 (In Korean).
- TERRASOL Geotechnical Consultants (1997), TALREN 97; Program for the stability analysis of geotechnical structures, Version 1, TERRASOL Geotechnical Consultants, France, pp. 1-10.