Effects of cyclic loading on soil arching within pile-supported embankment with artificial crust: A coupled DEM-FDM approach
Tài liệu tham khảo
Zhao, 2023, The performance of T-shaped deep mixed soil cement column-supported embankments on soft ground, Constr Build Mater, 369, 10.1016/j.conbuildmat.2023.130578
Li, 2023, Application of artificial solidified crust-PVDs method in ground improvement: A case study, Transp Geotech
Ishikura, 2016, An estimation method for predicting final consolidation settlement of ground improved by floating soil cement columns, Soils Found, 56, 213, 10.1016/j.sandf.2016.02.005
Wang, 2018, Road engineering field tests on an artificial crust layer combined with pre-stressed pipe piles over soft ground, Soil Mech Found Eng, 54, 402, 10.1007/s11204-018-9487-3
Dancygier, 1999, A simple model to assess the effect of soil shear resistance on the response of soil-buried structures under dynamic loads, Eng Struct, 21, 1055, 10.1016/S0141-0296(98)00061-3
Han, 2015, Soil arching in a piled embankment under dynamic load, Int J Geomech, 15, 04014094, 10.1061/(ASCE)GM.1943-5622.0000443
Zhuang, 2018, Finite element analysis on the dynamic behavior of soil arching effect in piled embankment, Transp Geotech, 14, 8, 10.1016/j.trgeo.2017.09.001
Pham, 2019, 3D numerical modeling of a piled embankment under cyclic loading, Int J Geomech, 19, 04019010, 10.1061/(ASCE)GM.1943-5622.0001354
Bi, 2020, Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry, Can Geotech J, 57, 903, 10.1139/cgj-2019-0205
Wang, 2019, Full-scale model study on variations of soil stress in geosynthetic-reinforced pile-supported track bed with water level change and cyclic loading, Can Geotech J, 56, 60, 10.1139/cgj-2017-0689
Lai, 2014, DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments, Comput Geotech, 61, 13, 10.1016/j.compgeo.2014.04.007
Liu, 2022, Reinforcement load in geosynthetic-reinforced pile-supported model embankments, Geotext Geomembr, 50, 1135, 10.1016/j.geotexmem.2022.07.005
Jenck, 2007, Two-dimensional physical and numerical modeling of a pile-supported earth platform over soft soil, J Geotech Geoenviron, 133, 295, 10.1061/(ASCE)1090-0241(2007)133:3(295)
Zhang, 2022, Numerical spring-based trapdoor test on soil arching in pile-supported embankment, Comput Geotech, 148, 10.1016/j.compgeo.2022.104765
Al-Naddaf, 2021, Spring-based trapdoor tests investigating soil arching stability in embankment fill under localized surface loading, J Geotech Geoenviron, 147, 04021087, 10.1061/(ASCE)GT.1943-5606.0002601
Zhou, 2023, Investigation of the effect of cyclic loading on the soil arching using damped spring-based trapdoor model, Comput Geotech, 156, 10.1016/j.compgeo.2023.105279
Pham, 2021, Geosynthetic-reinforced pile-supported embankments-3D discrete numerical analyses of the interaction and mobilization mechanisms, Eng Struct, 242, 10.1016/j.engstruct.2021.112337
Liu, 2023, A Simple Method for Predicting the Response of Single Energy Pile Considering Temperature Variation of Pile-Soil Interface, Int J Geomech, 23, 04022293, 10.1061/IJGNAI.GMENG-7764
Wang, 2023, Distribution and dissipation laws of excess pore water pressure based on pile-soil interface during pile-sinking in saturated clay, Soil Dyn Earthq Eng, 167, 10.1016/j.soildyn.2023.107807
Meena, 2020, Effects of soil arching on behavior of pile-supported railway embankment: 2D FEM approach, Comput Geotech, 123, 10.1016/j.compgeo.2020.103601
Zhuang, 2012, Three-dimensional finite-element analysis of arching in a piled embankment, Géotechnique, 62, 1127, 10.1680/geot.9.P.113
Zhuang, 2016, Finite-element analysis of a piled embankment with reinforcement and subsoil, Géotechnique, 66, 596, 10.1680/jgeot.15.P.139
Zhuang, 2015, Three-dimensional behavior of biaxial geogrid in a piled embankment: numerical investigation, Can Geotech J, 52, 1629, 10.1139/cgj-2014-0538
Zhuang, 2018, Finite-element analysis of arching in highway piled embankments subjected to moving vehicle loads, Géotechnique, 68, 857, 10.1680/jgeot.16.P.266
Song, 2019, Interaction between railroad ballast and sleeper: a DEM-FEM approach, Int J Geomech, 19, 04019030, 10.1061/(ASCE)GM.1943-5622.0001388
Zhou, 2018, Dynamic artificial boundary setting methods for particle discrete element method, Rock Soil Mech, 39, 2671
Chen, 2023, Investigation on crushing behavior and cumulative deformation prediction of slag under cyclic loading, Transp Geotech, 41, 10.1016/j.trgeo.2023.100994
Cundall, 1980, NESSI, soil structure interaction program for dynamic and static problems, Norw Geotech Inst Rep, 51508
Liu, 2021, Research on Bearing Characteristics of Grid Composite Foundation Based on Silt Solidification, J Perform Constr Fac, 35, 04021070, 10.1061/(ASCE)CF.1943-5509.0001611
Chen, 2022, In-situ and numerical investigation on dynamic response of asphalt pavement-low slag embankment system under traffic loading, Transp Geotech, 37, 10.1016/j.trgeo.2022.100884
Wang, 2019, Estimating static and dynamic stresses in geosynthetic-reinforced pile-supported track-bed under train moving loads, J Geotech Geoenviron Eng, 145, 04019029, 10.1061/(ASCE)GT.1943-5606.0002056
