In-situ monitoring and reliability analysis of an embankment slope with soil variability |
Bai, Tao
(School of Civil Engineering and Architecture, Wuhan Institute of Technology)
Yang, Han (School of Civil Engineering and Architecture, Wuhan Institute of Technology) Chen, Xiaobing (School of Transportation, Southeast University) Zhang, Shoucheng (Wuhan Municipal Engineering Design & Research Institute Co., Ltd.) Jin, Yuanshang (Liaoning Zhixin Highway Engineering Technology Consulting Corporation) |
1 | Kim, J.M., Lee, S., Park, J.Y., Kihm, J.H. and Park, S. (2020), "A set of failure variables for analyzing stability of slopes and tunnels", Geomech. Eng., 20(3), 175-189. https://doi.org/10.12989/gae.2020.20.3.175. DOI |
2 | Kouritzin, M.A., Le, K. and Sezer, D. (2016), "Laws of large numbers for supercritical branching Gaussian processes", Stoch. Proc. Appl., 129(9), 3463-3498. https://doi.org/10.1016/j.spa.2018.09.011. DOI |
3 | Li, L., Lin, C. and Zhang, Z.G. (2017), "Utilization of shale-clay mixtures as a landfill liner material to retain heavy metals", Mater. Design, 114, 73-82. https://doi.org/10.1016/j.matdes.2016.10.046. DOI |
4 | Liu, K., Vardon, P.J., Hicks, M.A. and Arnold, P. (2017b), "Combined effect of hysteresis and heterogeneity on the stability of an embankment under transient seepage", Eng. Geol., 219(9), 140-150. https://doi.org/10.1016/j.enggeo.2016.11.011. DOI |
5 | Liu, L.L., Cheng, Y.M., Wang, X.M., Zhang, S.H. and Wu, Z.H. (2017a), "System reliability analysis and risk assessment of a layered slope in spatially variable soils considering stratigraphic boundary uncertainty", Comput. Geotech., 89, 213-225. https://doi.org/10.1016/j.compgeo.2017.05.014. DOI |
6 | Lophaven, S. N. and Sondergaard, J. (2002), DACE-A MATLAB Kriging Toolbox Version 2.0, Technical Report IMM-TR-2002-12, 1-25. |
7 | McKay, M.D., Conover, W.J. and Beckman, R.J. (1979), "A comparison of three methods for selecting values of input variables in the analysis of output from a computer code", Technometrics, 21(2), 239-245. https://doi.org/10.1080/00401706.1979.10489755. DOI |
8 | Modoni, G., Albano, M., Salvatore, E. and Koseki, J. (2018), "Effects of compaction on the seismic performance of embankments built with gravel", Soil Dyn. Earthq. Eng., 106, 231-242. https://doi.org/10.1016/j.soildyn.2018.01.005. DOI |
9 | Olsson, A.M.J. and Sandberg, G.E. (2002), "Latin hypercube sampling for stochastic finite element analysis", J. Eng. Mech., 128(1), 121-125. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:1(121). DOI |
10 | Bai, T., Hu, X.D. and Gu, F. (2019), "Practice of searching a noncircular critical slip surface in a slope with soil variability", Int. J. Geomech., 19(3), 04018199 1-13. https://doi.org/10.1061/(ASCE)gm.1943-5622.0001350. DOI |
11 | Su, Y.H. and Yang, H.B. (2012), "Reliability algorithm of slope stability based on Kriging metamodel", Chin. J. Appl. Mech., 29(6), 705-710 (in Chinese). |
12 | Bai, T., Qiu, T., Huang, X.M. and Li, C. (2014), "Locating global critical slip surface using the Morgenstern-Price method and optimization technique", Int. J. Geomech., 4(2), 319-325. https://doi.org/10.1061/(ASCE)gm.1943-5622.0000312. |
13 | Chenari, R.J., Fatahi, B., Ghoreishi, M. and Taleb, A. (2019), "Physical and numerical modelling of the inherent variability of shear strength in soil mechanics", Geomech. Eng., 17(1), 31-45. https://doi.org/10.12989/gae.2019.17.1.031. DOI |
14 | Zhao, L.Y., Huang, Y., Xiong, M. and Ye, G.B. (2020), "Reliability and risk assessment for rainfall-induced slope failure in spatially variable soils", Geomech. Eng., 22(3), 207-217. https://doi.org/10.12989/gae.2020.22.3.207. DOI |
15 | Phoon, K.K. and Kulhawy, F.H. (1999), "Characterization of geotechnical variability", Can. Geotech. J., 36(4), 612-624. https://doi.org/10.1139/t99-038. DOI |
16 | Saseendran, R. and Dodagoudar, G.R. (2020), "Reliability analysis of slopes stabilised with piles using response surface method" Geomech. Eng., 21(6), 513-525. https://doi.org/10.12989/gae.2020.21.6.513. DOI |
17 | Echard, B., Gayton, N. and Lemaire, M. (2011), "AK-MCS: An active learning reliability method combining Kriging and Monte Carlo Simulation", Struct. Saf., 33(2), 145-154. https://doi.org/10.1016/j.strusafe.2011.01.002. DOI |
18 | Cho, S.E. (2012), "Probabilistic analysis of seepage that considers the spatial variability of permeability for an embankment on soil foundation", Eng. Geol., 133(3), 30-39. https://doi.org/10.1016/j.enggeo.2012.02.013. DOI |
19 | Cioppa, T. and Lucas, T. (2007), "Efficient nearly orthogonal and space-filling Latin hypercubes", Technometrics, 49(1), 45-55. https://doi.org/10.1198/004017006000000453. DOI |
20 | Deng, W.D. and Tang, X.Y. (1994), "Statistical analysis of physical parameters of embankment fill", J. Chongqing Jiaotong Inst., 13(2), 69-76 (in Chinese). |
21 | El-Ramly, H., Morgenstern, N.R. and Cruden, D.M. (2002), "Probabilistic slope stability analysis for practice", Can. Geotech. J., 39(3), 665-683. https://doi.org/10.1139/t02-034. DOI |
22 | Hassan, A.M. and Wolff, T.F. (1992), "Search algorithm for minimum reliability index of earth slope", J. Geotech. Geoenviron. Eng., 125(4), 301-308. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:4(301). DOI |
23 | Jones, D.R., Schonlau, M. and Welch, W.J. (1998), "Efficient global optimization of expensive black-box functions", J. Global Optim., 13(4), 455-492. https://doi.org/10.1023/A:1008306431147. DOI |
24 | Huntington, D. and Lyrintzis, C. (1998), "Improvements to and limitations of Latin hypercube sampling", Probabilist. Eng. Mech., 13(4), 245-253. https://doi.org/10.1016/S0266-8920(97)00013-1. DOI |
25 | Ji, J., Zhang, C.S., Gao, Y.F. and Kodikara, J. (2018), "Effect of 2D spatial variability on slope reliability: A simplified FORM analysis", Geosci. Front., 9(6), 1631-1638. https://doi.org/10.1016/j.gsf.2017.08.004. DOI |
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