Plastic strain characteristics on frozen silty clay subjected to intermittent vehicle loads
Tài liệu tham khảo
Hao, 2023, Investigation on the frost heave-induced pressure and hydro-thermal processes in freezing soil under rigid constraint and hydraulic pressure, Eng Geol, 323, 10.1016/j.enggeo.2023.107238
Li, 2018, Thermodynamic responses of a crushed-rock interlayer embankment on sloping permafrost ground under traffic loads, Appl Therm Eng, 144, 670, 10.1016/j.applthermaleng.2018.08.071
Liu, 2022, The effects of the principal stress direction on the deformation behavior of frozen silt clay under the cyclic loading, Transp Geotech, 37, 10.1016/j.trgeo.2022.100870
Wang, 2022, The mechanical and conductive properties of intelligent magnesium phosphate cement mortar, J Build Eng, 60
Zhang, 2021, Necessity of cooling methods for transportation infrastructure construction in permafrost regions of Qinghai-Tibet Plateau, Bull Eng Geol Environ, 80, 6705, 10.1007/s10064-021-02349-5
Zhang, 2015, Cumulative plastic strain of frozen aeolian soil under highway dynamic loading, Cold Reg Sci Tech, 120, 89, 10.1016/j.coldregions.2015.09.004
Lai, 2013, Present situation and prospect of mechanical research on frozen soils in China, Cold Reg Sci Tech, 87, 6, 10.1016/j.coldregions.2012.12.001
Shastri, 2021, Mechanical behavior of frozen soils: Experimental investigation and numerical modeling, Comput Geotech, 138, 10.1016/j.compgeo.2021.104361
Xu, 2020, Investigation on the behavior of frozen silty clay subjected to monotonic and cyclic triaxial loading, Acta Geotech, 15, 1289, 10.1007/s11440-019-00826-6
Kadivar, 2019, Revisiting parameters that dictate the mechanical behavior of frozen soils, Cold Reg Sci Tech, 163, 34, 10.1016/j.coldregions.2019.04.005
Nassr, 2018, A new approach to modeling the behavior of frozen soils, Eng Geol, 246, 82, 10.1016/j.enggeo.2018.09.018
Shen, 2022, Effect of stress path on mechanical behaviours of frozen subgrade soil, Road Materials and Pavement Design, 23, 1061, 10.1080/14680629.2020.1869583
Sun, 2022, Mechanical behavior and microstructural evolution of frozen soils under the combination of confining pressure and water content, Eng Geol, 308, 10.1016/j.enggeo.2022.106819
Wang, 2023, Experimental investigation on dynamic characteristics of fiber-binder modified subgrade filler after freezing-thawing under cyclic loading, Transp Geotech, 39, 10.1016/j.trgeo.2023.100936
Zhou, 2020, A novel e valuation method for accumulative plastic deformation of granular materials subjected to cyclic loading: Taking frozen subgrade soil as an example, Cold Reg Sci Tech, 179, 10.1016/j.coldregions.2020.103152
Zhao, 2019, Experimental investigation of dynamic shear modulus and damping ratio of Qinghai-Tibet frozen silt under multi-stage cyclic loading, Cold Reg Sci Tech, 170
Wu, 2019, An experimental research on damping ratio and dynamic shear modulus ratio of frozen silty clay of the Qinghai-Tibet engineering corridor, Transp Geotech, 21, 10.1016/j.trgeo.2019.100269
Xu, 2021, Effect of freeze–thaw cycles on the accumulative deformation of frozen clay under cyclic loading conditions: experimental evidence and theoretical model, Road Mater Pavement Des, 22, 925, 10.1080/14680629.2019.1696221
Li, 2022, Influence of stress history on the cyclic behavior of compacted soils in the frozen state: Deviator stress history, Soil Dyn Earthq Eng, 153, 10.1016/j.soildyn.2021.107074
Yıldırım, 2007, Settlements under consecutive series of cyclic loading, Soil Dyn Earthq Eng, 27, 577, 10.1016/j.soildyn.2006.10.007
Wang, 2012, Pore pressure and strain development of Wenzhou saturated soft soil under cyclic loading by stages, Chin J Geotech Eng, 34, 1349
Ding, 2017, Influence of staged cyclic loading on dynamic behavior of saturated soft clay under drained condition, World Earthq Eng, 33, 161
He, 2019, Experimental study on long-term dynamic characteristics of marine soft soils under metro train loads considering time intermittent effect, Chin J Rock Mech Eng, 38, 353
Zheng, 2020, Strain prediction model of undisturbed silty soft clay under intermittent cyclic loading, J Zhejiang Univ, Eng Sci, 54, 10
Nie, 2020, Deformation characteristics of fine-grained soil under cyclic loading with intermittence, Acta Geotech, 15, 3041, 10.1007/s11440-020-00955-3
Cheng, 2019, Characteristic, changes and impacts of permafrost on Qinghai-Tibet Plateau (in Chinese), Chin Sci Bull, 64, 2783, 10.1360/TB-2019-0191
Zhao, 2019, 200
Zhou, 2022, Evidence of warming from long-term records of climate and permafrost in the hinterland of the qinghai-tibet plateau, Front Environ Sci, 10
Chazallon, 2006, Elastoplastic model for the long-term behavior modeling of unbound granular materials in flexible pavements, Int J Geomech, 6, 279, 10.1061/(ASCE)1532-3641(2006)6:4(279)
Wu, 2022, Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency, Soil Dyn Earthq Eng, 152, 10.1016/j.soildyn.2021.107023
Gu, 2017, Characterization and prediction of permanent deformation properties of unbound granular materials for Pavement ME Design, Constr Build Mater, 155, 584, 10.1016/j.conbuildmat.2017.08.116
Zhang, 2006, Temperature change and strength descent of frozen soils under dynamic loading, J Glaciol Geocryol, 28, 5
Chen, 2018, Characterization of permanent axial strain of granular materials subjected to cyclic loading based on shakedown theory, Constr Build Mater, 198, 751, 10.1016/j.conbuildmat.2018.12.012
Ishihara, 1996
Li, 2013, Accumulative strain of clays in cold region under long-term low-level repeated cyclic loading: Experimental evidence and accumulation model, Cold Reg Sci Tech, 94, 45, 10.1016/j.coldregions.2013.06.008
Niemunis, 2005, A high-cycle accumulation model for sand, Comput Geotech, 32, 245, 10.1016/j.compgeo.2005.03.002
Werkmeister, 2004, Pavement design model for unbound granular materials, J Transp Eng, 130, 665, 10.1061/(ASCE)0733-947X(2004)130:5(665)
Wichtmann, 2010, Prediction of permanent deformations in pavements using a high-cycle accumulation model, J Geotech Geoenviron Eng, 136, 728, 10.1061/(ASCE)GT.1943-5606.0000275
Monismith, 1975, Permanent deformation characteristics of subgrade soils due to repeated loading, Transport Res Rec, 537, 1
