[1] |
谢定义. 试论我国黄土力学研究中的若干新趋向[J]. 岩土工程学报, 2001, 23(1): 3-13. (XIE Ding-yi.Exploration of some new tendencies in research of loess soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(1): 3-13. (in Chinese))
|
[2] |
李永乐, 张红芬, 佘小光, 等. 原状非饱和黄土的三轴试验研究[J]. 岩土力学, 2008, 29(10): 2859-2863. (LI Yong-le, ZHANG Hong-fang, SHI Xiao-guang, et al.Experimental study of triaxial test of undisturbed unsaturated loess[J]. Rock and Soil Mechanics, 2008, 29(10): 2859-2863. (in Chinese))
|
[3] |
DUNCAN J M, WONG K S, MARBY P.Stress-strain and bulk modulus parameters for finite element analysis of stresses and movement in soilmass[R]. Berkeley: University of Califomia, 1978.
|
[4] |
陈正汉. 重塑非饱和黄土的变形、强度、屈服和水量变化特性[J]. 岩土工程学报, 1999, 21(1): 82-90. (CHEN Zheng-han.Deformation, strength, yield and moismre change of a remolded unsaturated loess[J]. Chinese Journa of Geotechnical Engineering, 1999, 21(1): 82-90. (in Chinese))
|
[5] |
陈正汉, 谢定义, 王永胜. 非饱和土的水气运动规律及其工程性质研究[J]. 岩土工程学报, 1993, 15(3): 53-56. (CHEN Zheng-han, XIE Ding-yi, WANG Yong-sheng.Experimental studies of laws of fluid motion, suction and pore pressures in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 1993, 15(3): 53-56. (in Chinese))
|
[6] |
陈存礼, 张登飞, 董玉柱, 等. 常含水率三轴条件下非饱和原状黄土的吸力和力学特性[J]. 岩土工程学报, 2014, 36(7): 1195-1202. (CHEN Cun-li, ZHANG Deng-feng, DONG Yu-zhu, et al.Suction and mechanical behaviours of unsaturated intact loess from constant water content triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1195-1202. (in Chinese))
|
[7] |
高帅,骆亚生,胡海军等. 非饱和原状黄土增湿条件下力学特性试验研究[J]. 岩土工程学报, 2015, 37(7): 1313-1318. (GAO Shuai, LUO Ya-sheng, HU Hai-jun,et al.Triaxial tests on water immersion of unsaturated and undisturbed loess[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1313-1318. (in Chinese))
|
[8] |
方祥位, 陈正汉, 申春妮, 等. 原状Q2黄土三轴剪切特性[J]. 岩石力学与工程学, 2008, 27(2): 383-389. (FANG Xiang-wei, CHEN Zheng-han, SHEN Chun-ni, et al.Triaxial shear properties of undisturbed loess Q2[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(2): 383-389. (in Chinese))
|
[9] |
李加贵, 陈正汉, 黄雪峰. 原状Q3黄土湿陷特性的CT-三轴试验[J]. 岩石力学与工程学报, 2010, 29(6): 1288-1296. (LI Jia-gui, CHEN Zheng-han, HUANG Xue-feng.CT-triaxial test for collapse abllity of undisturbed Q3 loess[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(6): 1288-1296. (in Chinese))
|
[10] |
BURLAND J B.Some aspects of the mechanical behavior of partly saturated soils[C]// Moisture Equilibria and Moisture Changes in the Soils Beneath Areas, A Symposium in Print, Butterworth, Sydney, 1965: 270-278.
|
[11] |
DUNCAN J M, CHANG C Y.Nonliear analysis of stress and strain in soils[J]. SMFE ASCE, 1970, 96(SM5): 1629-1653.
|
[12] |
殷德顺, 王保田, 王云涛. 不同应力路径下的邓肯-张模型模量公式[J]. 岩土工程学报, 2007, 29(9): 1380-1385. (YIN De-shun, WANG Bao-tian, WANG Yun-tao.Tangent elastic modulus of Duncan-Chang model for different stress paths[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1380-1385. (in Chinese))
|
[13] |
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))
|
[14] |
王朝阳, 许强, 倪万魁, 等. 非饱和原状黄土的非线性损伤本构模型研究[J]. 岩土力学, 2010, 31(4): 1108-1111. (WANG Chao-yang, XU Qiang, NI Wan-kui, et al.Experimental study of triaxial test of undisturbed unsaturated loess[J].Rock and Soil Mechanics, 2010, 31(4): 1108-1111. (in Chinese))
|
[15] |
王菁莪, 项伟, 毕仁能. 基质吸力对非饱和重塑黄土崩解性影响试验研究[J]. 岩土力学, 2011, 32(11): 3258-3262. (WANG Jing-e, XIANG Wei, BI Ren-neng.A nonlinear damage constitutive model of unsaturated undisturbed loess[J]. Rock and Soil Mechanics, 2011, 32(11): 3258-3262. (in Chinese))
|
[16] |
冷艳秋. 饱和-非饱和重塑黄土变形强度特征[D]. 西安: 长安大学, 2014. (LENG Yan-qiu.The deformation and strength characteristics in saturated-unsaturated remodeled loess[D]. Xi'an: Chang'an University, 2014. (in Chinese))
|
[17] |
马秀婷, 邵生俊, 杨春鸣, 等. 非饱和结构性黄土的强度特性试验研究[J]. 岩土工程学报, 2013, 35(增刊1): 68-75. (MA Xiu-ting, SHAO Sheng-jun, YANG Chun-ming, et al.Experimental research on the strength characteristic of unsaturated structural loess[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S1): 68-75. (in Chinese))
|
[18] |
申春妮, 方祥位, 王和文, 等. 吸力、含水率和干密度对重塑非饱和土抗剪强度影响研究[J]. 岩土力学, 2009, 30(5): 1347-1351. (SHEN Chun-ni, FANG Xiang-wei, WANG He-wen, et al.Research on effects of suction, water content and dry density on shear strength of remolded unsaturated soils[J]. Rock and Soil Mechanics, 2009, 30(5): 1347-1351. (in Chinese))
|
[19] |
杨磊. 黄土抗剪强度特性分析[J]. 水利与建筑工程学报, 2010, 8(3): 163-165. (YANG Lei.Analysis of characteristics about shear strength of loess[J]. Journal of Water Resources and Architectural Engineering, 2010, 8(3): 163-165. (in Chinese))
|
[20] |
党进谦, 李靖. 非饱和黄土的强度特征[J]. 岩土工程学报, 1997, 19(2): 56-61. (DANG Jin-qian, LI Jing.Strength characteristics of unsaturated loess[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 56-61. (in Chinese))
|
[21] |
FREDLUND D G, RAHARDIO H.Soil mechanics for unsaturated soils[M]. New York: John Wiley, 1993.
|