Systematic slope stability assessment through deformation field monitoring

Yukun Wei; Anders B. Lundberg; Fredrik Resare

doi:10.1051/e3sconf/20199218009

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 18009

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		18009
Number of page(s)		6
Section		Integrated Laboratory/Site Investigations, Geophysical Methods and Field Monitoring
DOI		https://doi.org/10.1051/e3sconf/20199218009
Published online		25 June 2019

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[1] Terzaghi, K., & Peck, R. B. Soil mechanics in engineering practice. J. Wiley and Sons. (1948). [Google Scholar]

[2] Ledesma, A., Gens, A., & Alonso, E. E. Estimation of parameters in geotechnical backanalysis-I. Maximum likelihood approach. Computers and Geotechnics, 18(1), 1-27 (1996). [Google Scholar]

[3] Gens, A., Ledesma, A., & Alonso, E. E. Estimation of parameters in geotechnical backanalysis-II. Application to a tunnel excavation problem. Computers and Geotechnics, 18(1), 29-46. (1996). [Google Scholar]

[4] Ledesma, A., Gens, A., & Alonso, E. E. Parameter and variance estimation in geotechnical backanalysis using prior information. International Journal for Numerical and Analytical Methods in Geomechanics, 20 (2), 119-141. (1996). [Google Scholar]

[5] Ledesma, A., Gens, A., & Alonso, E. E. Identification of parameters of nonlinear geotechnical models. Computer Methods and Advances in Geomechanics, 5, 1005-1010. (1991). [Google Scholar]

[6] Siegel, R. A., Robertson, R. J., & Anderson, D. G. Slope stability investigations at a landfill in southern California. In Geotechnics of Waste Fills-Theory and Practice. ASTM International. (1990). [Google Scholar]

[7] Fell, R., Hungr, O., Leroueil, S., & Riemer, W. Keynote lecture-geotechnical engineering of the stability of natural slopes, and cuts and fills in soil. In ISRM International Symposium. International Society for Rock Mechanics. (2000). [Google Scholar]

[8] Ng, C. W. W., Zhan, L. T., Bao, C. G., Fredlund, D. G., & Gong, B. W. Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration. Geotechnique, 53(2), 143-157. (2003). [CrossRef] [Google Scholar]

[9] Eberhardt, E. Twenty-ninth Canadian Geotechnical Colloquium: The role of advanced numerical methods and geotechnical field measurements in understanding complex deep-seated rock slope failure mechanisms. Canadian Geotechnical Journal, 45(4), 484-510. (2008). [CrossRef] [Google Scholar]

[10] Bernander, S., Svensk, I., Holmberg, G., Bernander, J., & Isacsson, K. Shear strength and deformation properties of clays in direct shear tests at high strain rates. In International Conference on Soil Mechanics and Foundation Engineering, Balkema Publishers. Vol. 2, 987-990. (1985). [Google Scholar]

[11] Dounias, G. T., Potts, D. M., & Vaughan, P. R. The shear strength of soils containing undulating shear zones-A numerical study. Canadian Geotechnical Journal, 25(3), 550-558. (1988). [CrossRef] [Google Scholar]

[12] Farrar, D. E., & Glauber, R. R. Multicollinearity in regression analysis: the problem revisited. The Review of Economic and Statistics, 92-107. (1967). [CrossRef] [Google Scholar]

[13] Russell, B. Human knowledge: Its scope and limits. Routledge. (1948). [Google Scholar]

[14] Ayer, A. J. The problem of knowledge. Harmondsworth: Penguin books. (1956). [Google Scholar]

[15] Gettier, E. L. Is justified true belief knowledge? analysis, 23(6), 121-123. (1963). [Google Scholar]

[16] Gordon A.. Fenton, & Griffiths, V. D. Risk assessment in geotechnical engineering. John Wiley & Sons. (2008). [CrossRef] [Google Scholar]

[17] Honjo, Y., Wen-Tsung, L., & Guha, S. Inverse analysis of an embankment on soft clay by extended Bayesian method. International Journal for Numerical and Analytical Methods in Geomechanics, 18(10), 709-734. (1994). [Google Scholar]

[18] Lundberg, A. B., & Li, Y. Probabilistic characterization of a soft Scandinavian clay supporting a light quay structure. Geotechnical safety and risk V. IOS Press, Amsterdam, 170-175. (2015). [Google Scholar]

[19] Brinkgreve, R. B. J., & Vermeer, P. A. Plaxis manual, Plaxis B.V. (1998). [Google Scholar]

[20] Griffiths, D. V., & Lane, P. A. Slope stability analysis by finite elements. Geotechnique, 49(3), 387-403. (1999). [CrossRef] [Google Scholar]

[21] Rosenblueth, E. Point estimates for probability moments. Proceedings of the National Academy of Sciences, 72(10), .3812-3814. (1975). [CrossRef] [Google Scholar]