Abstract
Anti-slide piles composed of reinforced concrete are commonly used in landslide mitigation engineering. How to calculate the load acting on the piles plays a crucial role in their design process. To estimate the load exerted on anti-slide piles based on the partial safety factor numerical method and limit equilibrium method, the landslide body is subdivided into two independent parts according to the positions of piles: the lower part of the landslide body and the upper one of the landslide body. The corresponding loads acting on the anti-slide piles are respectively computed, and the shear strength of the upper section of the landslide body can be determined according to the given designed safety factors. The locations of the piles are set as the fixed boundary, and the horizontal stress exerted on the anti-slide piles from the upper one of the landslide body is taken as the landslide thrust. The thrust forces are then applied to the lower portion of the landslide body, and the maximum force that the lower of the landslide body can effectively resist, and that satisfies well the given designed safety factors is taken as the maximum resistance of the lower portion of the landslide body. Comparing the results of the numerical computational method, the strict slice method and transfer coefficient method, it is found that the computational results agree well with each other. However, the numerical computational method is employed here in this research because the load distribution can be directly derived, which favors the subsequent calculation process and shortens the computational time.
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References
Zhang, G., Wang, L., Wang, Y.: Pile reinforcement mechanism of soil slopes. Acta Geotech. 12(5), 1035–1046 (2017)
Summersgill, F., Kontoe, S., Potts, D.: Stabilisation of excavated slopes in strain-softening materials with piles. Geotechnique (2017). https://doi.org/10.1680/jgeot.17.P.096
Shen, Y., Yu, Y., Ma, F., et al.: Earth pressure evolution of the double-row long-short stabilizing pile system. Environ. Earth Sci. 76(16), 586 (2017)
Li, C., Wang, X., Tang, H., et al.: A preliminary study on the location of the stabilizing piles for colluvial landslides with interbedding hard and soft bedrocks. Eng. Geol. 224, 15–28 (2017)
Ho, I.H.: Three-dimensional finite element analysis for soil slopes stabilisation using piles. Geomech. Geoeng. 12(4), 234–249 (2017)
Xuanwen, Z.: Analysis of soil and rock slope stability influence by anti-slide piles position. Electron. J. Geotech. Eng. 20(11), 4527–4534 (2015)
Tang, H., Hu, X., Xu, C., et al.: A novel approach for determining landslide pushing force based on landslide-pile interactions. Eng. Geol. 182, 15–24 (2014)
Song, Y.-S., Hong, W.-P., Woo, K.-S.: Behavior and analysis of stabilizing piles installed in a cut slope during heavy rainfall. Eng. Geol. 129–130, 56–67 (2012)
Ito, T., Matsui, T.: Methods to estimate lateral force acting on stabilizing piles. Soils Found. 15(4), 43–59 (1975)
Lirer, S.: Landslide stabilizing piles: experimental evidences and numerical interpretation. Eng. Geol. 149–150, 70–77 (2012)
Zhou, C., Shao, W., van Westen, C.J.: Comparing two methods to estimate lateral force acting on stabilizing piles for a landslide in the Three Gorges Reservoir, China. Eng. Geol. 173, 41–53 (2014)
He, Y., Hazarika, H., Watanabe, N., et al.: Analyses of the lateral force on stabilizing piles in sandy slope. Jpn. Geotech. Soc. Spec. Publ. 2(30), 1099–1102 (2016)
Zhou, D., Xiao, S., Xia, X.: Discussion on rational spacing between adjacent anti-slide piles in some cutting slope projects. Chin. J. Geotech. Eng.-Chin. Edn. 26(1), 132–135 (2004)
Gong, W., Li, J., Li, L.: Limit analysis on seismic stability of anisotropic and nonhomogeneous slopes with anti-slide piles. Sci. China Technol. Sci. 61(1), 140–146 (2018)
Li, X., Su, L., He, S., et al.: Limit equilibrium analysis of seismic stability of slopes reinforced with a row of piles. Int. J. Numer. Anal. Met. 40(8), 1241–1250 (2016)
Kahyaoğlu, M.R., İmançlı, G., Özden, G., et al.: Numerical simulations of landslide-stabilizing piles: a remediation project in Söke, Turkey. Environ. Earth Sci. 76(19), 656 (2017)
Hajiazizi, M., Bavali, M., Fakhimi, A.: Numerical and experimental study of the optimal location of concrete piles in a saturated sandy slope. Int. J. Civil Eng. (2017). https://doi.org/10.1007/s40999-017-0155-1
Zhang, R., Jiang, G.: Numerical analysis of soil arching mechanism for passive laterally loaded piles at the mesoscopic scale. Electron. J. Geotech. Eng. 20, 1667–1680 (2015)
Ho, I.H.: Numerical study of slope-stabilizing piles in undrained clayey slopes with a weak thin layer. Int. J. Geomech. 15(5), 06014025 (2015)
Cai, F., Ugai, K.: Numerical analysis of the stability of a slope reinforced with piles. Soils Found. 40(1), 73–84 (2000)
Nian, T., Luan, M., Yang, Q., et al.: Stability analysis of slope reinforced with piles by using strength reduction FEM. Rock Soil Mech. 28, 558–562 (2007)
Xu, J., Niu, F.: Safety factor calculation of soil slope reinforced with piles based on Hill’s model theory. Environ. Earth Sci. 71(8), 3423–3428 (2013)
Hassiotis, S., Chameau, J., Gunaratne, M.: Design method for stabilization of slopes with piles. J. Geotech. Geoenviron. Eng. 123(4), 314–323 (1997)
Yang, T., Zhou, D., Ma, H., et al.: Point safety factor method for stability analysis of landslide. Rock Soil Mech. 31(3), 971–975 (2010)
Dai, Z.: Study on distribution laws of landslide-thrust and resistance of sliding mass acting on antislide piles. Chin. J. Rock Mech. Eng. 21(4), 517–521 (2002)
Lei, W., Zheng, Y., Feng, X.: Analysis of pile location on landslide control. Rock Soil Mech. 27(6), 950–954 (2006)
Yang, G., Zhong, Z., Zhang, Y., et al.: Identification of landslide type and determination of optimal reinforcement site based on stress field and displacement field. Chin. J. Rock Mech. Eng. 31(9), 1879–1887 (2012)
Acknowledgements
The authors acknowledge Identification and Risk Analysis of Potential Mega Geo-hazards along China-Pakistan Economic Corridor (41661144028), Science and Technology Service Network Initiative (KFJ-EW-STS-094), the National Natural Science Foundation of China (41302284 & 51178402), Department of Transportation Technology Projects (2011 318 740 240) and the doctoral fund of Henan Polytechnic University (Grant No B2015-58).
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Zhong, W., Yang, T., He, N. et al. Load-computational methods of anti-slide piles. Cluster Comput 22 (Suppl 4), 8529–8539 (2019). https://doi.org/10.1007/s10586-018-1893-9
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DOI: https://doi.org/10.1007/s10586-018-1893-9