The effects of cyclic loading on the reconsolidation behaviours of marine sedimentary clays under intermittent drainage conditions

Soil Dynamics and Earthquake Engineering - Tập 141 - Trang 106510 - 2021
Dong Feng1,2, Xiaoxiao Zhu1,2, Jun Wang1,2, Yuanqiang Cai3, Lin Guo1,2, Yunguo Du4, Xiuqin Hu1,2
1College of Architecture and Civil Engineering, Wenzhou University, Wenzhou 325035, PR China
2Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou, 325035, PR China
3Department of Civil Engineering, Zhejiang University, Hangzhou 310058, PR China
4Wenzhou Railway and Mass Transit Investment Group Co., Ltd., Wenzhou, 325000, PR China

Tài liệu tham khảo

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 Fujiwara, 1987, Secondary compression OF clay under repeated loading, Soils Found, 27, 21, 10.3208/sandf1972.27.2_21 Fujiwara, 1990, Effect of preloading on post-construction consolidation settlement of soft clay subjected to repeated loading, Soils Found, 30, 76, 10.3208/sandf1972.30.76 Towhata, 1990, Undrained strength of underconsolidated clays and its application to stability analysis of submarine slopes under rapid sedimentation, Soils Found, 30, 100, 10.3208/sandf1972.30.100 Yasuhara, 1992, Recompression of normally consolidated clay after cyclic loading, Publ - Norges Geotek Inst, 185, 1 Yildirim, 2007, Settlements under consecutive series of cyclic loading, Soil Dynam Earthq Eng, 27, 577, 10.1016/j.soildyn.2006.10.007 Wang, 2013, Strain and pore pressure development on soft marine clay in triaxial tests with a large number of cycles, Ocean Eng, 74, 125, 10.1016/j.oceaneng.2013.10.005 Ishihara, 1983, Soil response in cyclic loading induced by earthquakes, traffic and waves, vol. 2, 42 Brown, 1996, Soil mechanics in pavement engineering, Geotechnique, 46, 383, 10.1680/geot.1996.46.3.383 Cai, 2017, Stress-strain response of soft clay to traffic loading, Geotechnique, 67, 446, 10.1680/jgeot.15.P.224 Guo, 2016, Influences of stress magnitude and loading frequency on cyclic behavior of K0-consolidated marine clay involving principal stress rotation, Soil Dynam Earthq Eng, 84, 94, 10.1016/j.soildyn.2016.01.024 Qian, 2016, Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation, Eng Geol, 214, 29, 10.1016/j.enggeo.2016.09.012 Tong, 2010, Drained deformation behavior of anisotropic sands during cyclic rotation of principal stress axes, J Geotech Geoenviron Eng, 1509, 10.1061/(ASCE)GT.1943-5606.0000378 Wu, 2017, Influence of shear stress level on cyclic deformation behaviour of intact Wenzhou soft clay under traffic loading, Eng Geol, 228, 61, 10.1016/j.enggeo.2017.06.013 Xiao, 2014, Effects of principal stress rotation on the cumulative deformation of normally consolidated soft clay under subway traffic loading, J Geotech Geoenviron Eng, 10.1061/(ASCE)GT.1943-5606.0001069 Yang, 2007, Undrained anisotropy and rotational shear in granular soil, Geotechnique, 57, 371, 10.1680/geot.2007.57.4.371 Gu, 2012, Undrained cyclic triaxial behavior of saturated clays under variable confining pressure, Soil Dynam Earthq Eng, 40, 118, 10.1016/j.soildyn.2012.03.011 Guo, 2018, Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions, Can Geotech J, 55, 90, 10.1139/cgj-2016-0636 Sun, 2015, Effects of cyclic confining pressure on the deformation characteristics of natural soft clay, Soil Dynam Earthq Eng, 78, 99, 10.1016/j.soildyn.2015.07.010 Wang, 2019, Effects of principal stress rotation and cyclic confining pressure on behavior of soft clay with different frequencies, Soil Dynam Earthq Eng, 118, 75, 10.1016/j.soildyn.2018.12.013 Li, 2011, Undrained behavior of natural marine clay under cyclic loading, Ocean Eng, 38, 1792, 10.1016/j.oceaneng.2011.09.004 Zeng, 2015, Determining the virgin compression lines of reconstituted clays at different initial water contents, Can Geotech J, 52, 1408, 10.1139/cgj-2014-0172 Skempton, 1954, The pore-pressure coefficients, A and B: Geotechnique, 4, 143 Wichtmann, 2018, Monotonic and cyclic tests on kaolin: a database for the development, calibration and verification of constitutive models for cohesive soils with focus to cyclic loading, Acta Geotech, 13, 1103, 10.1007/s11440-017-0588-3 Cai, 2018, Stiffness degradation and plastic strain accumulation of clay under cyclic load with principal stress rotation and deviatoric stress variation, J Geotech Geoenviron Eng, 144, 5, 10.1061/(ASCE)GT.1943-5606.0001854 Gräbe, 2009, Effects of principal stress rotation on permanent deformation in rail track foundations, J Geotech Geoenviron Eng, 135, 555, 10.1061/(ASCE)1090-0241(2009)135:4(555)