Numerical study on bearing capacity of a pile group next to a slope in unsaturated soils

Amirreza Pourfatollah; Ali Pirjalili; Aliakbar Golshani

doi:10.1051/e3sconf/202019501006

All issues

Volume 195 (2020)

E3S Web Conf., 195 (2020) 01006

References

Open Access

Issue		E3S Web Conf. Volume 195, 2020 4^th European Conference on Unsaturated Soils (E-UNSAT 2020)


Article Number		01006
Number of page(s)		6
Section		Field Studies and Engineering Applications
DOI		https://doi.org/10.1051/e3sconf/202019501006
Published online		16 October 2020

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A. T. P. Tran, Y. Sim, A.-R. Kim, G.-C. Cho, and D.-H. Kim, “Numerical modeling of rainfall-induced slope failure,” 2016 World Congr. Adv. Civil, Environ. Mater. Res., pp. 1–10, (2016). [Google Scholar]
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A. Pirjalili, A. Golshani, and A. Mirzaii, “Experimental study on the coefficient of lateral earth pressure in unsaturated soils,” E3S Web Conf., vol. 9, (2016). [CrossRef] [Google Scholar]
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R. R. Al-Omari, M. Y. Fattah, and A. M. Kallawi, “Laboratory Study on Load Carrying Capacity of Pile Group in Unsaturated Clay,” Arabian Journal for Science and Engineering, vol. 44, no. 5. pp. 4613–4627, (2019). [Google Scholar]
F. Itasca, “V7.0, fast lagrangian analysis of continua in 2d dimensions, user’s guide,” Itasca Consult. Group, Minneapolis, Minnesota, (2011). [Google Scholar]
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[1] F. Cai and K. Ugai, “Numerical analysis of rainfall effects on slope stability,” Int. J. Geomech., vol. 4, no. 2, pp. 69–78, (2004). [CrossRef] [Google Scholar]

[2] R. K. Regmi, H. Nakagawa, K. Kawaike, and Y. Baba, “Experimental and Numerical Study of Rainfall Induced Slope Failure,” Annu. Disas. Prev. Res. Inst., Kyoto Univ, no. 54, (2011). [Google Scholar]

[3] A. T. P. Tran, Y. Sim, A.-R. Kim, G.-C. Cho, and D.-H. Kim, “Numerical modeling of rainfall-induced slope failure,” 2016 World Congr. Adv. Civil, Environ. Mater. Res., pp. 1–10, (2016). [Google Scholar]

[4] A. S. Chatra, G. R. Dodagoudar, and V. B. Maji, “Numerical modelling of rainfall effects on the stability of soil slopes,” Int. J. Geotech. Eng., vol. 13, no. 5, pp. 425–437, (2019). [CrossRef] [Google Scholar]

[5] T. Vo and A. R. Russell, “Bearing capacity of strip footings on unsaturated soils by the slip line theory,” Comput. Geotech., vol. 74, pp. 122–131, (2016). [Google Scholar]

[6] A. Pirjalili, A. Golshani, and A. Mirzaii, “Experimental study on the coefficient of lateral earth pressure in unsaturated soils,” E3S Web Conf., vol. 9, (2016). [CrossRef] [Google Scholar]

[7] A. W. Bishop, “The principle of effective stress,” Tek. Ukebl., vol. 39, pp. 859–863, (1959). [Google Scholar]

[8] S. K. Z. N. T. Vanapalli, “Design of Single Piles Using the Mechanics of Unsaturated Soils,” Int. J. GEOMATE, (2012). [Google Scholar]

[9] R. R. Al-Omari, M. Y. Fattah, and A. M. Kallawi, “Laboratory Study on Load Carrying Capacity of Pile Group in Unsaturated Clay,” Arabian Journal for Science and Engineering, vol. 44, no. 5. pp. 4613–4627, (2019). [Google Scholar]

[10] F. Itasca, “V7.0, fast lagrangian analysis of continua in 2d dimensions, user’s guide,” Itasca Consult. Group, Minneapolis, Minnesota, (2011). [Google Scholar]

[11] D. M. Potts and L. Zdravkovic, “Accounting for partial material factors in numerical analysis,” Geotechnique, vol. 62, no. 12, pp. 1053–1065, (2012). [CrossRef] [Google Scholar]