[1] |
蒋红光, 边学成, 徐 翔, 等. 列车移动荷载下高速铁路板式轨道路基动力性态的全比尺物理模型试验[J]. 岩土工程学报, 2014, 36(2): 354-362. (JIANG Hong-guang, BIAN Xue-cheng, XU Xiang, et al. Full-scale model tests on dynamic performances of ballastless high-speed railways under moving train loads[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 354-362. (in Chinese))
|
[2] |
郭 林. 复杂应力路径下饱和软黏土静动力特性试验研究[D]. 杭州: 浙江大学, 2013. (GUO Lin. Experimental study on the static and cyclic behaviour of saturated soft clay under complex stress path[D]. Hangzhou: Zhejiang University, 2013. (in Chinese))
|
[3] |
KIRKGARD M M, LADE P V. Anisotropic three-dimensional behavior of a normally consolidated clay[J]. Canadian Geotechnical Journal, 1993, 30(5): 848-858.
|
[4] |
SYMES M J, GENS A, HIGHT D W. Undrained anisotropy and principal stress rotation in saturated sand[J]. Géotechnique, 1984, 34(1): 11-27.
|
[5] |
SYMES M J, GENS A, HIGHT D W. Drained principal stress rotation in saturated sand[J]. Géotechnique, 1984, 38(1): 59-81.
|
[6] |
VAID Y P, SAYAO A, HOU E H, et al. Generalized stress-path-dependent soil behavior with a new hollow cylinder torsional apparatus[J]. Canadian Geotechnical Journal, 1990, 27(5): 601-616.
|
[7] |
YANG Z X, LI X S, YANG J. Undrained anisotropy and rotational shear in granular soil[J]. Géotechnique, 2007, 57(4): 371-384.
|
[8] |
严佳佳, 周 建, 刘正义, 等. 主应力轴纯旋转条件下黏土弹塑性变形特性[J]. 岩石力学与工程学报, 2014, 33(增刊2): 4350-4358. (YAN Jia-jia, ZHOU Jian, LIU Zheng-yi, et al. Elasto-plastic deformation behavior of intact clay subjected to principal stress rotation[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2): 4350-4358. (in Chinese))
|
[9] |
严佳佳, 周 建, 龚晓南, 等. 主应力轴纯旋转条件下原状软黏土变形特性研究[J]. 岩土工程学报, 2014, 36(3): 474-481. (YAN Jia-jia, ZHOU Jian, GONG Xiao-nan, et al. Deformation behavior of intact clay under pure principal stress rotation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 474-481. (in Chinese))
|
[10] |
陶明安, 沈 扬, 王 鑫, 等. 空心圆柱仪模拟列车荷载下土中应力路径能力分析[J]. 岩土力学, 2013, 34(11): 3166-3172. (TAO Ming-an, SHEN Yang, WANG Xin, et al. Ability analysis of HCA to imitate stress path of soil casued by train load[J]. Rock and Soil Mechanics, 2013, 34(11): 3166-3172. (in Chinese))
|
[11] |
肖军华, 许世芹, 韦 凯, 等. 主应力轴旋转对地铁荷载作用下软黏土累积变形的影响[J]. 岩土力学, 2013, 34(10): 2938-2945. (XIAO Jun-hua, XU Shi-qin, WEI Kai, et al. Influences of rotation of principal stress axis on accumulative deformation of soft clay under subway cyclic loading[J]. Rock and Soil Mechanics, 2013, 34(10): 2938-2945. (in Chinese))
|
[12] |
钱建固, 王永刚, 张甲峰, 等. 交通动载下饱和软黏土累计变形的不排水循环扭剪试验[J]. 岩土工程学报, 2013, 35(10): 1790-1798. (QIAN Jian-gu, WANG Yong-gang, ZHANG Jia-feng, et al. Undrained cyclic torsion shear tests on permanent deformation responses of soft saturated clay to traffic loadings[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1790-1798. (in Chinese))
|
[13] |
HIGHT D W, GENS A, SYMES M J. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils[J]. Géotechnique, 1983, 33(44): 355-383.
|
[14] |
LADE P V, KIRKGARd M M. Effects of stress rotation and changes of b-values on cross-anisotropic behavior of natural, K 0 -consolidated soft clay[J]. Soils and Foundations, 2000, 40(6): 93-105.
|
[15] |
LUNNE T, BERRE T, ANDERSEN K H, et al. Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays[J]. Canadian Geotechnical Journal, 2006, 43: 726-750.
|
[16] |
周 建, 张金良, 沈 扬, 等. 原状软黏土空心圆柱试样制备研究[J]. 岩土工程学报, 2007, 29(4): 618-621. (ZHOU Jian, ZHANG Jin-liang, SHEN Yang, et al. Preparation of hollow cylindrical samples of intact soft clay[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 618-621. (in Chinese))
|
[17] |
POWRIE W, YANG L A, CLAYTON C R I. Stress changes in the ground below ballasted railway track during train passage[J]. Journal of Railway and Rapid Transit, 2007, 221(2): 247-262.
|
[18] |
郭 林, 蔡袁强, 王 军, 等. 长期循环荷载作用下温州结构性软黏土的应变特性研究[J]. 岩土工程学报, 2012, 34(12): 2249-2254. (GUO Lin, CAI Yuan-qiang, WANG Jun, GU Chuan. Long-term cyclic strain behavior of Wenzhou structural soft clay[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2249-2254. (in Chinese))
|
[19] |
SHARP R W, BOOKER J R. Shakedown of pavements under moving surface loads[J]. Journal of Transportation Engineering, ASCE, 1984, 110(1): 1-14.
|
[20] |
BOWER A F, JOHNSON K L. Shakedoum, residual stress and plastic flow in repeated wheel-rail contact[M]// KALLKER J J, CANNONDF O, eds. Rail Quality and Maintenance for Modern Railway Operation. Delft: Kluwer Academic Pubisher, 1993.
|
[21] |
GUO L, WANG J, CAI Y, et al. Undrained deformation behavior of saturated soft clay under long-term cyclic loading[J]. Soil Dynamics & Earthquake Engineering, 2013, 50(7): 28-37.
|