Plastic strain characteristics on frozen silty clay subjected to intermittent vehicle loads

Transportation Geotechnics - Tập 43 - Trang 101147 - 2023
Yapeng Wang1,2, Shujuan Zhang1,2, Shuping Zhao3, Han Jia1,2, Ruiqiang Bai1,2
1State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China
2University of Chinese Academy of Sciences, Beijing, 100049, China
3Key Laboratory of Ministry of Education on Virtual Geographic Environment, Nanjing Normal University, Nanjing 210023, China

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