Influences of train speed on permanent deformation of saturated soft soil under partial drainage conditions
Tài liệu tham khảo
Vucetic, 1988, Degradation of marine clays under cyclic loading, J Geotech Eng, 114, 133, 10.1061/(ASCE)0733-9410(1988)114:2(133)
Suiker, 2005, Static and cyclic triaxial testing of ballast and subballast, J Geotech Geoenviron Eng, 131, 771, 10.1061/(ASCE)1090-0241(2005)131:6(771)
Lackenby, 2007, Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading, Geotechnique, 57, 527, 10.1680/geot.2007.57.6.527
Moses, 2003, Undrained strength behavior of a cemented marine clay under monotonic and cyclic loading, Ocean Eng, 130, 1765, 10.1016/S0029-8018(03)00018-0
Frost, 2004, Cyclic triaxial tests on clay subgrades for analytical pavement design, Transp Eng J ASCE, 130, 378, 10.1061/(ASCE)0733-947X(2004)130:3(378)
Lu, 2010, Discrete element modelling of railway ballast under monotonic and cyclic triaxial loading, Geotechnique, 60, 459, 10.1680/geot.2010.60.6.459
Hyodo, 1994, Undrained cyclic shear behavior of normally consolidated clay subjected to initial static shear stress, Soils Found, 34, 1, 10.3208/sandf1972.34.4_1
Zhou, 2001, Strain degradation of saturated clay under cyclic loading, Can Geotech J, 38, 208, 10.1139/t00-062
Li, 2011, Undrained behavior of natural marine clay under cyclic loading, Ocean Eng, 38, 1792, 10.1016/j.oceaneng.2011.09.004
Guo, 2013, Undrained deformation behavior of saturated soft clay under long-term cyclic loading, Soil Dynam Earthq Eng, 50, 28, 10.1016/j.soildyn.2013.01.029
Wichtmann, 2005, Strain accumulation in sand due to cyclic loading: drained triaxial tests, Soil Dynam Earthq Eng, 25, 967, 10.1016/j.soildyn.2005.02.022
Liu, 2010, Experimental study on the stability of railroad silt subgrade with increasing train speed, J Geotech Geoenviron Eng, 136, 833, 10.1061/(ASCE)GT.1943-5606.0000282
Bian, 2014, Full-scale model testing on a ballastless high-speed railway under simulated train moving loads, Soil Dynam Earthq Eng, 66, 368, 10.1016/j.soildyn.2014.08.003
Chang, 1988, Drained permanent deformation of sand due to cyclic loading, J Geotech Eng, 114, 1164, 10.1061/(ASCE)0733-9410(1988)114:10(1164)
Shi, 2018, Undrained cyclic behavior of overconsolidated marine soft clay under a traffic load-induced stress path, Mar Georesour Geotechnol, 36, 163, 10.1080/1064119X.2017.1355343
Wang, 2018, Undrained cyclic behavior of soft marine clay involved combined principal stress rotation, Appl Ocean Res, 81, 141, 10.1016/j.apor.2018.10.010
Sakai, 2003, Partially-drained cyclic behavior and its application to the settlement of a low embankment road on silty-clay, Soils Found, 43, 33, 10.3208/sandf.43.33
Li, 1996, Cumulative plastic deformation for fine-grained subgrade soils, J Geotech Eng ASCE, 122, 1006, 10.1061/(ASCE)0733-9410(1996)122:12(1006)
Lekarp, 2000, State of the art. II: permanent strain response of unbound aggregates, J Transport Eng, 126, 76, 10.1061/(ASCE)0733-947X(2000)126:1(76)
Chai, 2002, Traffic-load-induced permanent deformation of road on soft subsoil, J Geotech Geoenviron Eng, 128, 907, 10.1061/(ASCE)1090-0241(2002)128:11(907)
Grundmann, 1999, The response of a layered half-space to traffic loads moving along its surface, Arch Appl Mech, 69, 55, 10.1007/s004190050204
Yang, 2001, A 2.5D finite/infinite element approach for modelling visco-elastic bodies subjected to moving loads, Int J Numer Methods Eng, 51, 1317, 10.1002/nme.208
Bian, 2006, An explicit time domain solution for ground stratum response to harmonic moving load, Acta Mech Sin, 22, 469, 10.1007/s10409-006-0022-9
Cai, 2009, Dynamic response of pavements on poroelastic half-space soil medium to a moving traffic load, Comput Geotech, 36, 52, 10.1016/j.compgeo.2008.03.007
Zhan, 2014, Dynamic analysis of slab track on multi-layered transversely isotropic saturated soils subjected to train loads, Earthq Eng Eng Vib, 13, 731, 10.1007/s11803-014-0276-3
Qian, 2019, Effects of OCR on monotonic and cyclic behavior of reconstituted Shanghai silty clay, Soil Dynam Earthq Eng, 118, 111, 10.1016/j.soildyn.2018.12.010
Lombaert, 2000, Numerical modelling of free field traffic-induced vibrations, Soil Dynam Earthq Eng, 19, 473, 10.1016/S0267-7261(00)00024-5
Lei, 2008, Experimental study of dynamic stress-strain relation of structural soft soil under traffic load, Chin J Rock Mech Eng, 27, 3052
Chazallon, 2016, 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)
Cai, 2017, Stress–strain response of soft clay to traffic loading, Géotechnique, 67, 446, 10.1680/jgeot.15.P.224
Procter, 1984, Cyclic triaxial tests on remoulded clays, J Geotech Eng, 110, 1431, 10.1061/(ASCE)0733-9410(1984)110:10(1431)
TB10621-2014. Code for design of high-speed railway.
Bian, 2010, Accumulative deformation in railway track induced by high-speed traffic loading of the trains, Earthq Eng Eng Vib, 9, 319, 10.1007/s11803-010-0016-2
TB10106-2010. Technical code for ground treatment of railway engineering.