引文
[1] Yasuhara K,Murakami S,Song B W,et al. Post cyclic degradation of strength and stiffness for low plasticity silt[J]. Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2003,129(8):756-769.
[2]黄博,丁浩,陈云敏,等.交通荷载作用后粉质黏土不排水强度特性试验研究[J].岩石力学与工程学报,2010,29(增刊2):3986-3993.HUANG Bo,DING Hao,CHEN Yunmin,et al. Experimental study of undrained strength property of saturated silty clay after traffic load[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(S2):3986-3993.(in Chinese)
[3]边学成,卢文博,蒋红光,等.粉土循环累积应变和残余动模量的试验研究[J].岩土力学,2013,34(4):961-966.BIAN Xuecheng,LU Wenbo,JIANG Hongguang,et al. Experimental study of cumulative axial strain and residual dynamic modulus of silt soil[J]. Rock and Soil Mechanics,2013,34(4):961-966.(in Chinese)
[4] Monismith C L,Ogawa N,Freeme C R. Permanent deformation characteristics of subgrade soils due to repeated loading[J]. Transportation ResearchRecord,1975,537:1-17.
[5] Gidel G,Hornych P,Chauvin J,et al. A new approach for investigating the permanent deformation behavior of unbound granular material using the repeated load triaxial apparatus[J]. Bulletin des Laboratoires des Ponts et Chaussees,2001,6(8):5-21.
[6]王军,蔡袁强.循环荷载作用下饱和软黏土应变累积模型研究[J].岩石力学与工程学报,2008,27(2):331-338.WANG Jun,CAI Yuanqiang. Study on accumulative plastic strain model of soft clay under cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(2):331-338.(in Chinese)
[7] Guo L,Chen J,Wang J,et al. Influences of stress magnitude and loading frequency on cyclic behavior of K0-consolidated marine clay involving principal stress rotation[J]. Soil Dynamics and Earthquake Engineering,2016,84:94-107.
[8]周正龙,陈国兴,吴琪.四向振动空心圆柱扭剪仪模拟主应力轴旋转应力路径能力分析[J].岩土力学,2016,(增刊1):126-132.ZHOU Zhenglong,CHEN Guoxing,WU Qi. Analysis on capabilities of stress paths of HCA to simulate the principal stress rotation under four dynamic loads[J]. Rock and Soil Mechanics,2016,37(S1):126-132.(in Chinese)
[9]王立忠,潘冬子,凌道盛.海床波浪响应的积分变换解及其分析应用[J].岩土工程学报,2006,28(7):847-852.WANG Lizhong,PAN Dongzi,LING Daosheng. Analysis of integral transform of the wave-induced response in seabed and its application[J]. Chinese Journal of Geotechnical Engineering,2006,28(7):847-852.(in Chinese)
[10] Wang Y K,Gao Y,Guo L,et al. Cyclic response of natural soft marine clay under principal stress rotation as induced by wave loads[J]. Ocean Engineering,2017,129:191-202.
[11] Anderson K H. Bearing capacity under cyclic loading-offshore,along the coast,and on land[J]. Canadian Geotechnical Journal,2009,46(5):513-535.
[12] Xia K,Wang J. Shear principal,and equivalent strains in equal-channel angular deformation[J]. Metallurgical and Materials Transactions A,2002,33(2):467-467.
[13] Casagrande A. Liquefaction and cyclic deformation of sands:a critical review[C]//Proceedings of the 5th Pan-American Conference on Soil Mechanics and Foundation Engineering. Buenos Aires,Argentian,1975.