Experimental research on influences of suction on deformation characteristics of loess under unloading-reloading conditions

李广信, 武世锋. 土的卸载体缩的试验研究及其机理探讨[J]. 岩土工程学报, 2002, 24(1): 47-50. (LI Guang-xin, WU Shi-feng. Experimental research on volume-contraction of soil under unloading and examination of its mechanism[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(1): 47-50. (in Chinese))

李广信, 郭瑞平. 土的卸载体缩与可恢复剪胀[J]. 岩土工程学报, 2000, 22(2): 158-161. (LI Guang-xin, GUO Rui-ping. Volume-contraction in unloading of shear tests and reversible dilatation of soils[J]. Chinese Journal of Geotechnical Engineering, 2002, 22(2): 158-161. (in Chinese))

程玉梅, 韩炜洁, 周明芳, 等. 土体加、卸载土工参数的区别[J]. 佳木斯大学学报, 2006, 24(3): 448-450. (CHEN Yu-mei, HAN Wei-jie, ZHOU Ming-fang, et al. The difference of geotechnical parameters of soil loading and unloading[J]. Journal of Jiamusi University, 2006, 24(3): 448-450. (in Chinese))

陈愈炯. 土的卸荷弹性模量[J]. 工程勘察, 1988(5): 6-9. (CHEN Yu-jiong. Soil unloading elastic modulus[J]. Geotechnical Investigation & Surveying, 1988(5): 6-9. (in Chinese))

杨 光, 孙 逊, 于玉贞, 等. 不同应力路径下粗粒土力学特性试验研究[J]. 岩土力学, 2010, 31(4): 1118-1121. (YANG Guang, SUN Xun, YU Yu-zhen, et al. The testing research of mechanical properties of coarse-grained soil in different stress paths[J]. Rock and Soil Mechanics, 2010, 31(4): 1118-1121. (in Chinese))

张孟喜, 孙 钧. 受施工卸载扰动黄土的变形与强度特性研究[J]. 岩石力学与工程学报, 2005, 24(13): 2248-2254. (ZHANG Meng-xi, SUN Jun. Unloading-induced deformation and strength properties of loess during construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13): 2248-2254. (in Chinese))

叶朝良, 朱永全, 刘尧军, 等. 原状黄土各向异性及卸载变形特征试验研究[J]. 中国铁道科学, 2014, 35(6): 1-6. (YE Chao-liang, ZHU Yong-quan, LIU Yao-jun, et al. Experimental study on unloading deformation characteristics of undisturbed loess anisotropy and[J]. China Railway Science, 2014, 35(6): 1-6. (in Chinese))

陈存礼, 郭 娟, 杨 鹏. 应力路径对固结排水条件下饱和原状黄土变形与强度特性的影响[J]. 水利学报, 2008, 39(6): 702-708. (CHEN Cun-li, GUO Juan, YANG Peng. Influence of stress path on deformation and strength characteristics of saturated intact loess under drainage condition[J]. Chinese Journal of Hydraulic Engineering, 2008, 39(6): 702-708. (in Chinese))

黄茂松, 杨 超, 崔玉军. 循环荷载下非饱和结构性土的边界面模型[J]. 岩土工程学报, 2009, 31(6): 817-823. (HUANG Mao-song, YANG Chao, CUI Yu-jun. Elasto-plastic bounding surface model for unsaturated soils under cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 817-823. (in Chinese))

陈正汉, 周海清, FREDLUND D G. 非饱和土的非线性模型及其应用[J]. 岩土工程学报, 1999, 21(5): 603-608. (CHEN Zheng-han, ZHOU Hai-qing, FREDLUND D G. Nonlinear model for unsaturated soils and its application[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(5): 603-608. (in Chinese))

殷宗泽, 周 建, 赵仲辉, 等. 非饱和土本构关系及变形计算[J]. 岩土工程学报, 2006, 28(2): 137-146. (YIN Zong-ze, ZHOU Jian, ZHAO Zhong-hui, et al. Constitutive relations and deformation calculation for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 137-146. (in Chinese))

张 玉, 邵生俊. 平面应变加、卸荷条件下黄土的非线性变形特性的研究[J]. 岩土工程学报, 2015, 37(增刊1): 185-190. (ZHANG Yu, SHAO Sheng-jun. Non-linear deformation behaviors of loess under plane strain state of vertical loading and lateral unloading[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(S1): 185-190. (in Chinese))

李加贵, 陈正汉, 黄雪峰. Q 3 黄土侧向卸荷时的细观结构演化及强度特性[J]. 岩土力学, 2010, 31(4): 1084-1091. (LI Jia-gui, CHEN Zheng-han, HUANG Xue-feng, et al. CT-triaxial shear tests on the meso-structure evolution and strength of unsaturated loess Q 3 during unloading confining pressure[J]. Rock and Soil Mechanics, 2010, 31(4): 1084-1091. (in Chinese))

陈正汉, 孙树国, 方祥位, 等. 多功能土工三轴仪的研制及其应用[J]. 后勤工程学院学报, 2007, 23(4): 1-5. (CHEN Zheng-han, SUN Shu-guo, FANG Xiang-wei, et al. Multifunction triaxial apparatus and its application[J]. Journal of Logistical Engineer University, 2007, 23(4): 1-5. (in Chinese))

刘祖典. 黄土力学与工程[M]. 西安: 陕西科学技术出版社, 1997. (LIU Zu-dian. Mechanics and engineering of loess[M]. Xi'an: Shaanxi Science and Technology Press, 1997. (in Chinese))