| [1] | Hashiguchi K, Chen ZP.Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening.International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 22(3): 197-227 | | [2] | Roscoe KH, Schofield AN, Thurairajah A.Yielding of clays in state wetter than critical.Geotechnique, 1963, 13(3): 211-240 | | [3] | Been K, Jefferies MG.A state parameter for sands.Geotechnique, 1985,35(2): 99-112 | | [4] | Cai ZY, Li XS.Deformation characteristics and critical state of sand.Chinese Journal of Geotechnical Engineering, 2004, 26(5): 697-701 | | [5] | Zhang JM, Wang G.A constitutive model for evaluating small to large cyclic strains of saturated sand during liquefaction process.Chinese Journal of Geotechnical Engineering, 2004, 26(4): 546-552 | | [6] | Taiebat M, Dafalias YF.Sanisand: Simple anisotropic and plasticity model.International Journal for Numerical and Analytical Methods in Geomechanics, 2008, 32(8): 915-948 | | [7] | Gao ZW, Zhao JD.Constitutive modeling of anisotropic sand behavior in monotonic and cyclic loading.Journal of Engineering Mechanics, 2015(8): 04105017 | | [8] | Li XS, Dafalias YF.A constitutive framework for anisotropic sand including nonproportional loading.Geotechnique, 2004, 54(1): 41-55 | | [9] | 栾茂田,许成顺,何杨等. 主应力方向对饱和松砂不排水单调剪切特性影响的试验研究. 岩土工程学报, 2006, 28(9): 1085-1089 | | [9] | (Luan Maotian, Xu Chengshun, He Yang, et al.Experimental study on effect of orientation of the principal stress on undrained behavior of saturated loose sand under monotonic shearing.Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1085-1089 (in Chinese)) | | [10] | 刘汉龙, 周云东, 高玉峰. 砂土地震液化后大变形特性试验研究. 岩土工程学报, 2002, 24(2): 142-146 | | [10] | (Liu Hanlong, Zhou Yundong, Gao Yufeng.Study on the behavior of large ground displacement of sand due to seismic liquefaction.Chinese Journal of Geotechnical Engineering, 2002, 24(2): 142-146 (in Chinese)) | | [11] | 黄茂松, 李学丰, 贾苍琴. 基于材料状态相关临界状态理论的砂土双屈服面模型. 岩土工程学报, 2010, 32(11): 1764-1771 | | [11] | (Huang Maosong, Li Xuefeng, Jia Cangqin.A double yield surface constitutive model for sand based on state-dependent critical state theory.Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1764-1771 (in Chinese)) | | [12] | 董晓丽, 赵成刚, 张卫华. 考虑相变状态的较密实饱和砂土弹塑性模型. 工程力学, 2017, 34(1): 51-57 | | [12] | (Dong Xiaoli, Zhao Chenggang, Zhang Weihua.The saturated dense sand elastic-plastic model considering phase transition state.Engineering Mechanics, 2017, 34(1): 51-57 (in Chinese)) | | [13] | 董全杨, 蔡袁强, 王军等. 松散砂土不稳定性试验研究. 岩石力学与工程学报, 2014, 33(3): 623-630 | | [13] | (Dong Quanyang, Cai Yuanqiang, Wang Jun, et al.Experimental study of instability of loose sand.Chinese Journal of Rock Mechanics and Engineering, 2014, 33(3): 623-630 (in Chinese)) | | [14] | 许成顺, 高英, 杜修力等. 双向耦合剪切条件下饱和砂土动强度特性试验研究. 岩土工程学报, 2014, 36(12): 2335-2340 | | [14] | (Xu Chengshun, Gao Ying, Du Xiuli, et al.Dynamic strength of saturated sand under bi-directional cyclic loading.Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2335-2340 (in Chinese)) | | [15] | 陈国兴, 庄海洋. 基于Davidenkov骨架曲线的土体动力本构关系及其参数研究. 岩土工程学报, 2005, 27(8): 860-864 | | [15] | (Chen Guoxing, Zhuang Haiyang.Developed nonlinear dynamic constitutive relations of soils based on Davidenkov skeleton curve.Chinese Journal of Geotechnical Engineering, 2005, 27(8): 860-864 (in Chinese)) | | [16] | 耿大将, Peijun Guo, 周顺华. 结构性软土弹塑性模型的隐式算法实现. 力学学报, 2018, 50(1): 78-86 | | [16] | (Gen Dajiang, Peijun Guo, Zhou Shunhua.Implicit numerical integration of an elasto-plastic constitutive model for structured clays.Chinese Journal of Theoretical and Applied Mechanics, 2018, 50(1): 78-86 (in Chinese)) | | [17] | 林皋. 地下结构地震响应的计算模型. 力学学报, 2017, 49(3): 528-542 | | [17] | (Lin Gao.A computational model for seismic response analysis of underground structures.Chinese Journal of Theoretical and Applied Mechanics, 2017, 49(3): 528-542 (in Chinese)) | | [18] | 周健, 史旦达, 吴峰等. 基于数字图像技术的砂土液化可视化动三轴试验研究. 岩土工程学报, 2011, 33(1): 81-87 | | [18] | (Zhou Jian, Shi Danda, Wu Feng, et al.Visualized cyclic triaxial tests on sand liquefaction using digital imaging technique.Chinese Journal of Geotechnical Engineering, 2011, 33(1): 81-87 (in Chinese)) | | [19] | 陈育民, 刘汉龙, 邵国建等. 砂土液化及液化后流动特性试验研究. 岩土工程学报, 2009, 31(9): 1408-1413 | | [19] | (Chen Yumin, Liu Hanlong, Shao Guojian, et al.Laboratory tests on flow characteristics of liquefied and post-liquefied sand.Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1408-1413 (in Chinese)) | | [20] | 王星华, 周海林. 砂土液化动稳态强度分析. 岩石力学与工程学报, 2003, 22(1): 96-102 | | [20] | (Wang Xinghua, Zhou Hailin.Study on dynamic steady state strength of sand soil liquefaction.Chinese Journal of Rock Mechanics and Engineering, 2003, 22(1): 96-102 (in Chinese)) | | [21] | 迟明杰, 赵成刚, 李小军. 砂土剪胀机理的研究. 土木工程学报, 2009, 42(3): 99-104 | | [21] | (Chi Mingjie, Zhao Chenggang, Li Xiaojun.Stress-dilation mechanism of sands.China Civil Engineering Journal, 2009, 42(3): 99-104 (in Chinese)) | | [22] | Verdugo R, Ishihara K.The steady state of sandy soils.Soils and Foundations, 1996, 36(2): 81-91 | | [23] | Yao YP, Sun DA, Matsuoka H.A unified constitutive model for both clay and sand with hardening parameter independent on stress path.Computers and Geotechnics, 2008, 35: 210-222 | | [24] | Yao YP, Sun DA, Luo T.A critical state model for sands dependent on stress and density.International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28: 323-337 | | [25] | Yao YP, Hou W, Zhou AN.UH model: Three-dimensional unified hardening model for overconsolidated clays.Geotechnique, 2009, 59(5): 451-469 | | [26] | Yao YP, Matsuoka H, Sun DA. A unified elastoplastic model for clay and sand with the SMP criterion//Proc., 8th Australia New Zealand Conf. on Geomechanics, Hobart, 1999,Vol.Ⅱ: 997-1003 | | [27] | 姚仰平, 侯伟, 周安楠. 基于Hvorslev面的超固结土本构模型. 中国科学:技术科学, 2007, 37(11): 1417-1429 | | [27] | (Yao Yangping, Hou Wei, Zhou Annan.Constitutive model for overconsolidated clays.Science China-Technological Sciences, 2007, 37(11): 1417-1429 (in Chinese)) | | [28] | 姚仰平, 余亚妮. 基于统一硬化参数的砂土临界状态本构模型. 岩土工程学报, 2011, 33(12): 1827-1832 | | [28] | (Yao Yangping, Yu Yani.Extended critical state constitutive model for sand based on unified hardening parameter.Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1827-1832 (in Chinese)) | | [29] | Seed HB, Martin PP, Lysmer J.Pore pressure changes during soil liquefaction.Journal of Geotechnical Engineering Division, ASCE, 1976, 102(4): 323-346 | | [30] | Lee KL, Seed HB.Drained strength characteristics of sands.Journal of the Soil Mechanics and Foundations Division. Proceedings of the American Society of Civil Engineers, 1967, 93(SM6): 117-141 | | [31] | Yao YP, Lu DC, Zhou AN, et al.Generalized non-linear strength theory and transformed stress space.Science in China Ser. E, 2004, 47(6): 691-709 | | [32] | Gao ZW, Zhao JD, Yao YP.A generalized anisotropic failure criterion for geomaterials.International Journal of Solids and Structures, 2010, 47(22-23): 3166-3185 | | [33] | Matsuoka H, Yao YP, Sun DA.The Cam-clay models revised by the SMP criterion.Soils and Foundations, 1999, 39(1): 81-95 | | [34] | Yao YP, Wang ND.Transformed stress method for generalizing soil constitutive models.Journal of Engineering Mechanics, 2014, 140(3): 614-629 | | [35] | Nakai T, Matsuoka H.Shear behaviors of sand and clay under three-dimensional stress condition.Soils and Foundations, 1983, 23(2): 26-42 | | [36] | Matsuoka H, Nakai T.Stress-deformation and strength characteristics of soil under three difference principal stresses.Proceedings fo the Japan Society of Civil Engineers, 1974, 232: 59-70 | | [37] | Yao YP, Sun DA.Application of Lade’s criterion to Cam-Clay model.Journal of Engineering Mechanics ASCE, 2000, 126(1): 112-119 | | [38] | Yao YP, Zhou AN, Lu DC.Extended transformed stress space for geomaterials and its application.Journal of Engineering Mechanics ASCE, 2007, 133(10): 1115-1123 | | [39] | Yao YP, Hou W, Zhou AN.UH model: Three-dimensional unified hardening model for overconsolidated clays.Geotechnique, 2009, 59(5): 451-469 | | [40] | Yao YP, Niu L, Cui WJ.Unified hardening (UH) model for overconsolidated unsaturated soils.Canadian Geotechnical Journal, 2014, 51(7): 810-821 | | [41] | Yao YP, Cui WJ, Wang ND.Three-dimensional dissipative stress space considering yield behavior in deviatoric plane.Science China-Technological Sciences, 2013, 56(8): 1999-2009 | | [42] | 万征, 姚仰平, 孟达. 复杂加载下混凝土的弹塑性本构模型. 力学学报, 2016, 48(5): 1159-1171 | | [42] | (Wan Zheng, Yao Yangping, Meng Da.An elastoplastic constitutive model of concrete under complicated load.Chinese Journal of Theoretical and Applied Mechanics, 2016, 48(5): 1159-1171 (in Chinese)) | | [43] | 万征, 秋仁东, 郭金雪. 岩土的一种强度准则及其变换应立法. 力学学报, 2017, 49(3): 726-740 | | [43] | (Wan Zheng, Qiu Rendong, Guo Jinxue.A kind of strength and yield criterion for geomaterials and its transformation stress method.Chinese Journal of Theoretical and Applied Mechanics, 2017, 49(3): 726-740 (in Chinese)) | | [44] | Ishihara K, Tatsuoka F, Yasuda S.Undrained deformation and liquefaction of sand under cyclic stresses.Soils and Foundations, 1975, 15(1): 29-44 | | [45] | Pradhan TBS, Tatsouka F, Sato Y.Experimental stress-dilatancy relations of sand subjected to cyclic loading.Soils and Foundations, 1989, 29(1): 45-64 |
|
DownLoad: