|
[1] 王如路,刘建航. 上海地铁长期运营中纵向变形的监测与研究[J]. 地下工程与隧道,2001,(4):6–11.(WANG Rulu,LIU Jianhang. Monitoring and study on longitudinal deformation in long-term operation of Shanghai metro[J]. Underground Engineering and Tunnels,,2001,(4):6–11.(in Chinese))
[2] GUTIERREZ M,ISHIHARA K. Non-coaxiality and energy dissipation in granular materials[J]. Soils and Foundations,2000,40(2):49–59.
[3] CAI Y Y. An experimental study of non-coaxial soil behavior using hollow cylinder testing[Ph. D. Thesis][D]. Nottingham:University of Nottingham,2010.
[4] 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2):4 350–4 358. (YAN Jiajia,ZHOU Jian,LIU Zhengyi,et al. Elasto-plastic deformation behavior of intact clay subjected to principal stress rotation[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(Supp.2):4 350–4 358.(in Chinese))
[5] 童朝霞,张建民,张 嘎. 考虑应力主轴循环旋转效应的砂土弹塑性本构模型[J]. 岩石力学与工程学报,2009,28(9):1 918–1 927. (TONG Zhaoxia,ZHANG Jianmin,ZHANG Ga. An elastoplastic constitutive model of sands considering cyclic rotation of principal stress axes[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1 918–1 927.(in Chinese))
[6] SYMES M J,GENS A,HIGHT D W. Drained principal stress rotation in saturated sand[J]. Géotechnique,1988,38(4):59–81.
[7] SYMES M J,GENS A,HIGHT D.W. Undrained anisotropy and principal stress rotation in saturated sand[J]. Géotechnique,1984,34(1):11–27.
[8] GUTIERREZ M,ISHIHARA K,TOWHATA I. Flow theory for sand during rotation of principal stress direction[J]. Soils and Foundations,1991,31(4):121–132.
[9] LADE P V,KIRKGARD M M. Effect of stress rotation and changes of b-values on cross-anisotropic behavior of natural,K0-consolidated soft clay[J]. Soils and Foundations,2000,40(6):93–105.
[10] 沈 扬. 考虑主应力方向变化的原状软黏土试验研究[博士学位论文][D]. 杭州:浙江大学,2007.(SHEN Yang. Experimental study on effect of variation of principal stress orientation on undisturbed soft clay[Ph. D. Thesis][D]. Hangzhou:Zhejiang University,2007.(in Chinese))
[11] 管林波,周 建,张 勋,等. 中主应力系数和主应力方向对原状黏土各向异性的影响研究[J]. 岩石力学与工程学报,2010,29(增2):3 871–3 877.(GUAN Linbo,ZHOU Jian,ZHANG Xun,et al. Study of influence of parameters of intermediate principal stress and principal stress direction on anisotropy of intact clay[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.2):3 871– 3 877.(in Chinese))
[12] SYMES M J P R. Rotation of principal stresses in sand[Ph. D Thesis][D]. London:University of London,1983.
[13] SAADA A S,TOWNSEND F C. State-of-the-art: Laboratory strength testing of soils[C]// Proceedings of ASTM. Philadelphia,Pennsylvania:[s.n.],1981:7–77.
[14] LIN H,PENUMADU D. Experimental investigation on principal stress rotation in Kaolin clay[J]. Journal of Geotechnical and Geoenvironmental Engineering,2005,131(5):633–642.
[15] MIURA K,MIURA S,TOKI S. Deformation behaviour of anisotropic dense sand under principal stress axis rotation[J]. Soils and Foundations,1986,26(1):36–52.
[16] 杨彦豪,周 建,温晓贵,等. 杭州软黏土非共轴特性的试验研究[J]. 岩土力学,2014,35(10):2 861–2 867.(YANG Yanhao,ZHOU Jian,WEN Xiaogui,et al. Experimental study of non-coaxiality of Hangzhou soft clay[J]. Rock Soil Mechanics,2014,35(10):2 861–2 867. (in Chinese))
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