[1] K. Kovári. “History of the sprayed concrete lining method—part II: milestones up to the 1960s.” Tunnelling and underground space technology 18(1) (2003): 71-83.
[2] R. Mollaei, M. Yazdandoust, F. Askari. “Seismic evaluation of helical soil-nailed walls using shaking table testing.” Soil Dynamics and Earthquake Engineering 163 (2022): 107331.
[3] G. Felio, M. Vucetic, M. Hudson, O. Barar, R. Chapman. “Performance of soil nailed walls during the October 17, 1989 Loma Prieta Earthquake.” in: Proceedings of the 43rd Canadian geotechnical conference, Quebec, Canada (1990): 165-173.
[4] F. Tatsuoka. “Performance of reinforced soil structures during the 1995 Hyogo-ken Nambu Earthquake.” Special Lecture, in: Int. Symp. Earth Reinforcement, IS Kyushu'96, Balkema (1997): 973-1008.
[5] M. Ehrlich, R.C. Silva. “Behavior of a 31 m high excavation supported by anchoring and nailing in residual soil of gneiss.” Engineering Geology 191 (2015): 48-60.
[6] J. Garzón-Roca, V.E. Capa-Guachon, F.J. Torrijo. “Designing soil-nailed walls using the Amherst wall considering problematic issues during execution and service life.” International Journal of Geomechanics 19(7) (2019): 1-14.
[7] J.P. Turner, W.G. Jensen. “Landslide stabilization using soil nail and mechanically stabilized earth walls: case study.” Journal of Geotechnical and Geoenvironmental Engineering 131(2) (2005): 141-150.
[8] R. Bridle. “Soil nailing-analysis and design.” Ground Engineering, 22(6) (1989).
[9] F. Schlosser. “Behaviour and design of soil nailing.” in: Proc. of Int. Symp., Held at Asia Institute of Technology (1982): 399-419.
[10] L.-J. Su, T.C. Chan, J.-H. Yin, Y. Shiu, S. Chiu. “Influence of overburden pressure on soil–nail pullout resistance in a compacted fill.” Journal of geotechnical and geoenvironmental engineering 134(9) (2008): 1339-1347.
[11] Q. Wang, X. Ye, S. Wang, S.W. Sloan, D. Sheng. “Experimental investigation of compaction-grouted soil nails.” Canadian Geotechnical Journal 54(12) (2017): 1728-1738.
[12] X. Ye, S. Wang, Q. Li, S. Zhang, D. Sheng. “Negative effect of installation on performance of a compaction-grouted soil nail in poorly graded stockton beach sand.” Journal of Geotechnical and Geoenvironmental Engineering 146(8) (2020): 04020061.
[13] J.-H. Yin, W.-H. Zhou. “Influence of grouting pressure and overburden stress on the interface resistance of a soil nail.” Journal of Geotechnical and Geoenvironmental Engineering 135(9) (2009): 1198.
[14] Y. Zhou, C. Cheuk, L. Tham. “Numerical modelling of soil nails in loose fill slope under surcharge loading.” Computers and Geotechnics 36(5) (2009): 837-850.
[15] D. Bobbitt, Chance soil screw retention wall system report.” Chance Civil Construction, Centralia, Mo, (1996).
[16] P. Sharma, S. Rawat, A.K. Gupta. “Laboratory investigation of pullout behavior of hollow and solid shaft helical nail in frictional soil.” Acta Geotechnica 16(4) (2021): 1205-1230.
[17] H. Tokhi, G. Ren, J. Li. “Laboratory pullout resistance of a new screw soil nail in residual soil.” Canadian Geotechnical Journal 55(5) (2018): 609-619.
[18] X. Ye, S. Wang, S. Zhang, X. Xiao, F. Xu. “The compaction effect on the performance of a compaction-grouted soil nail in sand.” Acta Geotechnica 15(10) (2020): 2983-2995.
[19] D. Deardorff, M. Moeller, E. Walt. “Results of an instrumented helical soil nail wall.” in: Earth Retention Conference 3 (2010): 262-269.
[20] M. Sharma, D. Choudhury, M. Samanta, S. Sarkar, V.R. Annapareddy. “Analysis of helical soil-nailed walls under static and seismic conditions.” Canadian Geotechnical Journal 57(6) (2020): 815-827.
[21] P. Zahedi, A. Rezaei-Farei, H. Soltani-Jigheh. “Performance Evaluation of the Screw Nailed Walls in Tabriz Marl.” International Journal of Geosynthetics and Ground Engineering 7(1) (2021): 1-15.
[22] M.-E. Mahmoudi-Mehrizi, A. Ghanbari, M. Sabermahani. “The study of configuration effect of helical anchor group on retaining wall displacement.” Geomechanics and Geoengineering 17(2) (2022): 598-612.
[23] S. Iai. “Similitude for Shaking Table Tests on Soil-Structure-Fluid Model in 1g Gravitational Field.” Soils and Foundations 29(1) (1989): 105-118.
[24] D.M. Wood. “Geotechnical modeling.” Taylor & Francis Grou, London.
[25] FHWA. “Geotechnical Engineering Circular No. 7: Soil Nail Walls - Reference Manual, FHWA-NHI-14-007.” FHWA Washington, D.C. (2015).
[26] FSI. “Technical manual: helical piles and anchors, hydraulically driven push piers, polyurethane injection & supplemental support systems.” 2nd ed., Foundation Support Works Omaha (2014).
[27] H. Tokhi, G. Ren, J. Li. “Laboratory study of a new screw nail and its interaction in sand.” Computers and Geotechnics 78 (2016): 144-154.
[28] White, D. J., W. A. Take, and M. D. Bolton. “Oil deformation mea-surement using particle image velocimetry (PIV) and photogrammetry.” Géotechnique 53 (7) (2003): 619–631.
[29] Tufenkjian, M. R., & Vucetic, M. “Dynamic failure mechanism of soil-nailed excavation models in centrifuge.” Journal of Geotechnical and Geoenvironmental Engineering 126(3) (2000): 227-235.
[30] Yazdandoust, M. “Seismic performance of soil-nailed walls using a 1 g shaking table.” Canadian Geotechnical Journal 55(1) (2018): 1-18.
[31] Hong, Y. S., Chen, R. H., Wu, C. S., & Chen, J. R. “Shaking table tests and stability analysis of steep nailed slopes.” Canadian Geotechnical Journal 42(5) (2005): 1264-1279.
[32] Sabermahani M., Ghalandarzadeh A. and Fakher A. “Experimental study on seismic deformation modes of reinforced-soil walls.” Geotextiles and Geomembranes 27(2) (2009): 121–136.
[33] El-Emam M.M. “Modulus and damping from shaking table tests of reinforced soil walls.” Geomechanics and Geoengineering 9(4) (2014): 279– 293.
[34] Yazdandoust, M., Komakpanah, A. and Galandarzadeh, A. “Effect of reinforcing technique on strain-dependent dynamic properties of reinforced earth walls.” Soils and Foundations 59 (4) (2019): 1001–1012.
[35] B. O. Hardin and V. P. Drnevich, “Shear Modulus and Damping in Soil: Design Equations and Curves.” Journal of the Soil Mechanics and Foundations Division 98(7) (1972): 667-692.
[36] Yoo, C., and Song, A.R. “Effect of foundation yielding on performance of two-tier geosynthetic-reinforced segmental retaining walls: a numerical investigation.” Geosynthetics International 13(5) (2006): 181-194.
[37] Yoo, C. “Serviceability state deformation behaviour of two-tiered geosynthetic reinforced soil walls.” Geosynth Int 25(1) (2018): 12–25.
[38] Xu, P., K. Hatami, and G. Jiang. “Shaking table study of the influ- ence of facing on reinforced soil wall connection loads.” Geosynth. Int. 27(4) (2020): 364–378.
[39] Viswanadham, B. V. S., H. R. Razeghi, J. Mamaghanian, and C. H. S. G. Manikumar. “Centrifuge model study on geogrid reinforced soil walls with marginal backfills with and without chimney sand drain.” Geotext. Geomembr. 45(5) (2017): 430–446.