Reliability Analysis of Embedded Strip Footings in Rotated Anisotropic Random Fields
Tài liệu tham khảo
Ang, 2007
Bombasaron, 2016, Evaluation of spatial soil variability in the Pearl River Estuary using CPTU data, Soils Found., 56, 496, 10.1016/j.sandf.2016.04.015
Bozorgpour, 2021, Probabilistic stability analysis of geo-structures in anisotropic clayey soils with spatial variability, Comput. Geotech., 133, 10.1016/j.compgeo.2021.104044
Cami, 2020, Scale of fluctuation for spatially varying soils: estimation methods and values, ASCE-ASME Journal of Risk Uncertainty in Engineering Systems, Part A: Civil Engineering, 6, 03120002, 10.1061/AJRUA6.0001083
Chenari, R.J. and Farahbakhsh, H.K. 2015. Generating non-stationary random fields of auto-correlated, normally distributed CPT profile by matrix decomposition method. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 9(2), 96-108.
DeGroot, 1993, Estimating autocovariance of in-situ soil properties, Journal of Geotechnical Engineering, 119, 147, 10.1061/(ASCE)0733-9410(1993)119:1(147)
Fenton, 2002, Probabilistic foundation settlement on spatially random soil, J. Geotech. Geoenviron. Eng., 128, 381, 10.1061/(ASCE)1090-0241(2002)128:5(381)
Fenton, 2003, Bearing-capacity prediction of spatially random c - φ soils, Can. Geotech. J., 40, 54, 10.1139/t02-086
Fenton, 2008
Firouzianbandpey, 2015, Effect of spatial correlation length on the interpretation of normalized CPT data using a kriging approach, J. Geotech. Geoenviron. Eng., 141, 04015052, 10.1061/(ASCE)GT.1943-5606.0001358
Griffiths, 1993, Seepage beneath water retaining structures founded on spatially random soil, Geotechnique, 43, 577, 10.1680/geot.1993.43.4.577
Griffiths, 2001, Bearing capacity of spatially random soil: The undrained clay Prandtl problem revisited, Géotechnique, 51, 351, 10.1680/geot.2001.51.4.351
Griffiths, 2004, Probabilistic slope stability analysis by finite elements, J. Geotech. Geoenviron. Eng., 130, 507, 10.1061/(ASCE)1090-0241(2004)130:5(507)
Griffiths, D.V., Schiermeyer, R.P., Huang, J., and Fenton, G.A. 2009. Influence of anisotropy and rotation on probabilistic slope stability analysis by RFEM. Proceedings of GeoHalifax 2009, Paper 408, (CD-ROM).
Huang, 2019, Influence of rotated anisotropy on slope reliability evaluation using conditional random field, Comput. Geotech., 115, 10.1016/j.compgeo.2019.103133
Huang, 2021, Reliability and failure mechanism of a slope with non-stationarity and rotated transverse anisotropy in undrained soil strength, Comput. Geotech., 132, 10.1016/j.compgeo.2020.103970
Huang, 2015, Determining an appropriate finite element size for modelling the strength of undrained random soils, Comput. Geotech., 69, 506, 10.1016/j.compgeo.2015.06.020
Huang, 2020, Reliability assessment of slopes with three-dimensional rotated transverse anisotropy in soil properties, Can. Geotech. J.
Javankhoshdel, S., Luo, N. and Bathurst, R. J. 2017. Probabilistic analysis of simple slopes with cohesive soil strength using RLEM and RFEM. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 11(3), 231–246, DOI: 10.1080/17499518.2016.1235712.
Li, 2015, Failure mechanism and bearing capacity of footings buried at various depths in spatially random soil, J. Geotech. Geoenviron. Eng., 141, 04014099, 10.1061/(ASCE)GT.1943-5606.0001219
Li, 2016, Random finite element method for spudcan foundations in spatially variable soils, Eng. Geol., 205, 146, 10.1016/j.enggeo.2015.12.019
Lloret-Cabot, M., Fenton, G.A., and Hicks, M.A. 2014. On the estimation of scale of fluctuation in geostatistics, Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 8(2), 129-140.
Luo, 2017, Reliability bearing capacity analysis of footings on cohesive soil slopes using RFEM, Comput. Geotech., 89, 203, 10.1016/j.compgeo.2017.04.013
Luo, N. and Bathurst, R. J. 2017b. Probabilistic analysis of reinforced slopes using RFEM and considering spatial variability of frictional soil properties due to compaction. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 12(2), 87–108, DOI: 10.1080/17499518.2017.1362443.
Luo, 2018, Deterministic and random FEM analysis of full-scale unreinforced and reinforced embankments, Geosynthetics International, 25, 164, 10.1680/jgein.17.00040
Luo, 2018, Effect of vertical spatial variability on supported excavations in sands considering multiple geotechnical and structural failure modes, Comput. Geotech., 95, 16, 10.1016/j.compgeo.2017.11.017
Phoon, 1990, Reliability Analysis of Pile Settlement, Journal of Geotechnical Engineering, 116, 1717, 10.1061/(ASCE)0733-9410(1990)116:11(1717)
Shu, 2020, Bearing capacity and reliability analysis of spudcan foundations embedded at various depths based on the non-stationary random finite element method, Appl. Ocean Res., 100, 10.1016/j.apor.2020.102182
Smith, 2013
Vanmarcke, 1983
Wang, 2021, Slope stability analysis considering the rotated anisotropy in soil properties, Engineering Computations, 10.1108/EC-05-2020-0248
Xiao, 2018, CPT-based probabilistic characterization of three-dimensional spatial variability using MLE, J. Geotech. Geoenviron. Eng., 144, 04018023, 10.1061/(ASCE)GT.1943-5606.0001875
Zhu, 2013, Characterizing geotechnical anisotropic spatial variations using random field theory, Can. Geotech. J., 50, 723, 10.1139/cgj-2012-0345
Zhu, 2019, Evaluating the stability of anisotropically deposited soil slopes, Can. Geotech. J., 56, 753, 10.1139/cgj-2018-0210