Stability analysis for pre-reinforced piles within high cutting slope

References

• Ausilio, E., Conte, E., & Dente, G. (2001). Stability analysis of slopes reinforced with piles. Computers and Geotechnics, 28(8), 591–611. https://doi.org/10.1016/S0266-352X(01)00013-1
   Web of Science ®Google Scholar
• Cai, F., & Ugai, K. (2000). Numerical analysis of the stability of a slope reinforced with piles. Soils and Foundations, 40(1), 73–84. https://doi.org/10.3208/sandf.40.73
   Google Scholar
• He, S. M. (2006). Interaction of pre-reinforced pile-soil of high cutting slope. Journal of Mountain Science, 24(3), 574–579. https://doi.org/10.1016/S1010-5182(06)60391-0
   Google Scholar
• He, S. M., & Li, X. P. (2008a). Study on pre-reinforced half-tunnel structure in high cut slope. Chinese Journal of Rock Mechanics and Engineering, 27(A02), 3827–3832. https://doi.org/10.3321/j.issn:1000-6915.2008.z2.077
   Google Scholar
• He, S. M., & Li, X. P. (2008b). Study on the interaction between high cutting slope and pre-embedded piles. Journal of Sichuan University: Engineering Science Edition, 40(3), 43–46. https://doi.org/10.3969/j.issn.1000-7598.2007.05.038
   Google Scholar
• He, S., Li, X. P., & Wang, C. H. (2007). Mechanism on interaction between pre-reinforced anchor bolt and rock mass in high cutting slope. Rock and Soil Mechanics, 28(5), 1050–1054. https://doi.org/10.1016/S1874-8651(08)60066-6
   Google Scholar
• He, S. M., Ouyang, C. J., & Luo, Y. (2012). Seismic stability analysis of soil nail reinforced slope using kinematic approach of limit analysis. Environmental Earth Sciences, 66(1), 319–326. https://doi.org/10.1007/s12665-011-1241-3
   Web of Science ®Google Scholar
• He, S. M., Zhang, X. X., & Ouyang, C. J. (2010). Static-dynamic response and permanent displacement forecast for high cutting slope pre-reinforced by pile. Journal of Sichuan University (Engineering Science Edition), 42(5), 127–133. https://doi.org/10.15961/j.jsuese.2010.05.023
   Google Scholar
• Hu, Y. X., Li, H. B., Qi, S. C., Fan, G., & Zhou, J. W. (2020). Granular effects on depositional processes of debris avalanches. KSCE Journal of Civil Engineering, 24(4), 1116–1127. https://doi.org/10.1007/s12205-020-1555-3
   Web of Science ®Google Scholar
• Hu, Y. X., Yu, Z. Y., & Zhou, J. W. (2020). Numerical simulation of landslide-generated waves during the 11 October 2018 Baige landslide at the Jinsha River. Landslides. https://doi.org/10.1007/s10346-020-01382-x
   Google Scholar
• Li, X. P., Pei, X. J., Gutierrez, M., & He, S. M. (2012). Optimal location of piles in slope stabilization by limit analysis. Acta Geotechnica, 7(3), 253–259. https://doi.org/10.1007/s11440-012-0170-y
   Web of Science ®Google Scholar
• Li, X. P., Wu, Y., & He, S. M. (2010). Seismic stability analysis of gravity retaining walls. Soil Dynamics and Earthquake Engineering, 30(10), 875–878. https://doi.org/10.1016/j.soildyn.2010.04.005
   Web of Science ®Google Scholar
• Li, Y. X., & Yang, X. L. (2016). Stability analysis of crack slope considering nonlinearity and water pressure. KSCE Journal of Civil Engineering, 20(6), 2289–2296. https://doi.org/10.1007/s12205-015-0197-3
   Web of Science ®Google Scholar
• Luo, Y., & He, S. M. (2009). Research on mechanics of subjecting to force of pre-reinforced anchor blot in high cutting slope. Yangtze River, 40(3), 76–78.
   Google Scholar
• Luo, Y., He, S. M., & He, J. C. (2009). Study on pre-reinforced road filling slope anti-sliding piles. Journal of Sichuan University (Engineering Science Edition), 41(6), 63–67. https://doi.org/10.1109/CLEOE-EQEC.2009.5194697
   Google Scholar
• Luo, Y., Xu, Q., He, S. M., He, J. C., & Wu, Y. (2014). Stability analysis of slopes reinforced with sheet pile wall based on multi-wedge translation mechanism. Journal of Southwest Jiaotong University, 49(6), 967–971. https://doi.org/10.3969/j.issn.0258-2724.2014.06.006
   Google Scholar
• Luo, Y., Xu, Q., He, S. M., Li, X. P., He, J. C., & Wu, Y. (2015). A new method to calculate lateral force acting on stabilizing piles based on multi-wedge translation mechanism. Journal of Central South University, 22(2), 654–661. https://doi.org/10.1007/s11771-015-2567-x
   Web of Science ®Google Scholar
• Soubra, A. H. (1999). Upper-bound solutions for bearing capacity of foundations. Journal of Geotechnical and Geoenvironmental Engineering, 125(1), 59–68. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:1(59)
   Web of Science ®Google Scholar
• Wang, J., & He, S. M. (2013). Prediction the potential rupture surface for high cut slope and study on the pre-embedded piles. Journal of Mountain Science, 31(5), 588–593. https://doi.org/10.16089/j.cnki.1008-2786.2013.05.011
   Google Scholar
• Won, J., You, K., Jeong, S., & Kim, S.(2005). Coupled effects in stability analysis of pile-slope systems. Computers and Geotechnics, 32(4), 304–315. https://doi.org/10.1016/j.compgeo.2005.02.006
   Web of Science ®Google Scholar
• Yang, X. L. (2009). Seismic bearing capacity of a strip footing on rock slopes. Canadian Geotechnical Journal, 46(8), 943–954. https://doi.org/10.1139/T09-038
   Web of Science ®Google Scholar
• Yang, X. L., Wang, Z. B., Zou, J. F., & Li, L. (2007). Bearing capacity of foundation on slope determined by energy dissipation method and model experiments. Journal of Central South University of Technology, 14(1), 125–128. https://doi.org/10.1007/s11771-007-0025-0
   Web of Science ®Google Scholar