Seismically progressive motion mechanism of earth slopes considering shear band porewater pressure feedback under earthquake excitations

Computers and Geotechnics - Tập 165 - Trang 105909 - 2024
Tong Zhang1, Jian Ji1,2, Wenwang Liao1, Hongzhi Cui1,3, Weijie Zhang1
1School of Civil and Transportation Engineering (Geotechnical Research Institute), Hohai University, Nanjing, China
2Department of Civil Engineering, Monash University, Clayton, VIC, Australia
3Division of Geotechnical Engineering and Geosciences, Department of Civil and Environmental Engineering, Universitat Politecnica de Catalunya, Barcelona, Spain

Tài liệu tham khảo

Alonso, 2016, Thermo-poro-mechanical analysis of landslides: from creeping behaviour to catastrophic failure, Géotechnique, 66, 202, 10.1680/jgeot.15.LM.006 Bandini, 2015, A GLE-based model for seismic displacement analysis of slopes including strength degradation and geometry rearrangement, Soil Dyn. Earthq. Eng., 71, 128, 10.1016/j.soildyn.2015.01.010 Bishop, 1955, The use of the Slip Circle in the Stability Analysis of Slopes, Géotechnique, 5, 7, 10.1680/geot.1955.5.1.7 Bontemps, 2020, Rain and small earthquakes maintain a slow-moving landslide in a persistent critical state, Nat. Commun., 11, 780, 10.1038/s41467-020-14445-3 Carluccio, 2023, Liquefaction-induced flow-like landslides: the case of Valarties (Spain), Géotechnique, 1, 10.1680/jgeot.21.00112 Chen, 2019, Excess Pore-Water Pressure Generation in Cyclic Undrained Testing, J. Geotech. Geoenviron. Eng., 145, 04019022, 10.1061/(ASCE)GT.1943-5606.0002057 Cheng, 2023, Prediction Models of Newmark Sliding Displacement of Slopes Using Deep Neural Network and Mixed-effect Regression, Comput. Geotech., 156, 10.1016/j.compgeo.2023.105264 Conte, 2012, Stability analysis of infinite clayey slopes subjected to pore pressure changes, Géotechnique, 62, 87, 10.1680/geot.10.T.002 Fellenius, 2020, The Tangent Stiffness Uncertainty in Strain-hardening and Strain-softening Soil, Geotechnical Engineering Journal of the SEAGS & AGSSEA, 51, 89 Fukuoka, 2006, Observation of shear zone development in ring-shear apparatus with a transparent shear box, Landslides, 3, 239, 10.1007/s10346-006-0043-2 Godt, 2009, Landsliding in partially saturated materials, Geophys. Res. Lett., 36, 10.1029/2008GL035996 Goren, 2010, Pore pressure evolution in deforming granular material: A general formulation and the infinitely stiff approximation, J. Geophys. Res. Solid Earth, 115, 10.1029/2009JB007191 Handwerger, 2016, Rate-weakening friction characterizes both slow sliding and catastrophic failure of landslides, Proc. Natl. Acad. Sci., 113, 10281, 10.1073/pnas.1607009113 Hazirbaba, 2009, Pore Pressure Generation of Silty Sands due to Induced Cyclic Shear Strains, J. Geotech. Geoenviron. Eng., 135, 1892, 10.1061/(ASCE)GT.1943-5606.0000147 Iverson, 1993, Differential equations governing slip-induced pore-pressure fluctuations in a water-saturated granular medium, Math. Geol., 25, 1027, 10.1007/BF00911548 Iverson, 2005, Regulation of landslide motion by dilatancy and pore pressure feedback, J. Geophys. Res. Earth, 110 Iverson, 2000, Acute Sensitivity of Landslide Rates to Initial Soil Porosity, Science, 290, 513, 10.1126/science.290.5491.513 Jafarian, 2017, Seismic Sliding Analysis of Sandy Slopes Subjected to Pore-Water Pressure Buildup, Int. J. Geomech., 17, 04017106, 10.1061/(ASCE)GM.1943-5622.0001013 Ji, 2019, China's early warning system progress, Science, 365, 332, 10.1126/science.aay4550 Ji, 2020, Reliability analysis on permanent displacement of earth slopes using the simplified Bishop method, Comput. Geotech., 117, 10.1016/j.compgeo.2019.103286 Ji, 2021, A simplified nonlinear coupled Newmark displacement model with degrading yield acceleration for seismic slope stability analysis, Int. J. Numer. Anal. Meth. Geomech., 45, 1303, 10.1002/nag.3202 Ji, 2021, Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis, Can. Geotech. J., 58, 952, 10.1139/cgj-2020-0252 Ji, 2023, Numerical investigation of post-earthquake rainfall-induced slope instability considering strain-softening effect of soils, Soil Dyn. Earthq. Eng., 171, 10.1016/j.soildyn.2023.107938 Ji, 2023, Seismic displacement of earth slopes incorporating co-seismic accumulation of dynamic pore water pressure, Earthq. Eng. Struct. Dyn., 1 Kohler, M. and Puzrin, A.M., 2022. Mechanism of Co-Seismic Deformation of the Slow-Moving La Sorbella Landslide in Italy Revealed by MPM Analysis. J. Geophys. Res.: Earth Surf., 127(7): e2022JF006618. Kramer, 2006, Ground Motion Intensity Measures for Liquefaction Hazard Evaluation, Earthq. Spectra, 22, 413, 10.1193/1.2194970 Lacroix, 2020, Life and death of slow-moving landslides, Nat. Rev. Earth Environ., 1, 404, 10.1038/s43017-020-0072-8 Leshchinsky, B., Lehmann, P. and Or, D., 2021. Enhanced Rainfall-Induced Shallow Landslide Activity Following Seismic Disturbance—From Triggering to Healing. J. Geophys. Res.: Earth Surf., 126(1): e2020JF005669. Leshchinsky, 2019, Quantifying the sensitivity of progressive landslide movements to failure geometry, undercutting processes and hydrological changes, J. Geophys. Res. Earth, 124, 616, 10.1029/2018JF004833 Li, 2023, Probabilistic seismic slope stability analysis using swarm response surfaces and rotational Newmark sliding model with primary sliding direction, Comput. Geotech., 163, 10.1016/j.compgeo.2023.105754 Lusini, 2023, Computation of irreversible seismic displacements of rock wedges: an application to dam abutment safety assessment, Comput. Geotech., 159, 10.1016/j.compgeo.2023.105401 Moore, 2002, Slow episodic shear of granular materials regulated by dilatant strengthening, Geology, 30, 843, 10.1130/0091-7613(2002)030<0843:SESOGM>2.0.CO;2 Negussey, 1988, Constant-volume friction angle of granular materials, Can. Geotech. J., 25, 50, 10.1139/t88-006 Newmark, 1965, Effects of earthquakes on dams and embankments, Geotechnique, 15, 139, 10.1680/geot.1965.15.2.139 Polito, 2008, Pore Pressure Generation Models for Sands and Silty Soils Subjected to Cyclic Loading, J. Geotech. Geoenviron. Eng., 134, 1490, 10.1061/(ASCE)1090-0241(2008)134:10(1490) Rafiei Renani, 2020, Factor of safety of strain-softening slopes, J. Rock Mech. Geotech. Eng., 12, 473, 10.1016/j.jrmge.2019.11.004 Rowe, 1962, The stress-dilatancy relation for static equilibrium of an assembly of particles in contact, Proc. R. Soc. Lond. A, 269, 500, 10.1098/rspa.1962.0193 Schulz, 2009, Relations between hydrology and velocity of a continuously moving landslide—evidence of pore-pressure feedback regulating landslide motion?, Landslides, 6, 181, 10.1007/s10346-009-0157-4 Shinoda, 2015, Seismic stability and displacement analyses of earth slopes using non-circular slip surface, Soils Found., 55, 227, 10.1016/j.sandf.2015.02.001 Stamatopoulos, 2011, Correction for Geometry Changes during Motion of Sliding-Block Seismic Displacement, J. Geotech. Geoenviron. Eng., 137, 926, 10.1061/(ASCE)GT.1943-5606.0000514 Trandafir, 2005, Seismic triggering of catastrophic failures on shear surfaces in saturated cohesionless soils, Can. Geotech. J., 42, 229, 10.1139/t04-085 Troncone, 2005, Numerical analysis of a landslide in soils with strain-softening behaviour, Géotechnique, 55, 585, 10.1680/geot.2005.55.8.585 Troncone, 2014, Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide, Eng. Geol., 183, 265, 10.1016/j.enggeo.2014.08.027 Tsai, 2023, Earthquake-induced persistent and instantaneous groundwater variations caused by volumetric strain of soil in Taiwan from 1999 to 2020, Soil Dyn. Earthq. Eng., 164, 10.1016/j.soildyn.2022.107586 Vardoulakis, 2002, Dynamic thermo-poro-mechanical analysis of catastrophic landslides, Géotechnique, 52, 157, 10.1680/geot.2002.52.3.157 Wang, 2003, Pore-pressure generation and movement of rainfall-induced landslides: effects of grain size and fine-particle content, Eng. Geol., 69, 109, 10.1016/S0013-7952(02)00268-5 Zhang, L.L., Zhang, J., Zhang, L.M., Tang, W.H., 2011. Stability analysis of rainfall-induced slope failure: a review. Proc. Instit. of Civil Eng. – Geotech. Eng., 164(5): 299-316. Zhang, 2022, On frictional heating and pore pressure generation: Implications for coseismic landslides hypermobility, Comput. Geotech., 150, 10.1016/j.compgeo.2022.104899 Zhou, 2023, Influence of soft band on seismic slope stability by finite-element limit-analysis modelling, Comput. Geotech., 158, 10.1016/j.compgeo.2023.105396