GONG Xiao-nan.Prospects for the Development of Geotechnical Engineering in the 21st Century[J].Chinese Journal of Geotechnical Engineering, 2000, 22(2):238-242.
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.
[6]
BISHOP A W, ALPAN I, BLIGHT G E, et al.Factors Controlling the Strength of Partly Saturated Cohesive Soils[C]//ASCE.Research Conference on Shear Strength of Cohesive Soils.Boulder:University of Colorado, 1960:503-532.
XIE He-ping, PENG Rui-dong, JU Yang.Energy Dissipation of Rock Deformation and Fracture[J].Chinese Journal of Rock Mechanics and Engineering, 2004, 23(21):3 565-3 570.
[12]
潘宗俊, 谢永利, 杨晓华, 等.膨胀土地区边坡活动带深度确定的吸力法[J].长安大学学报:自然科学版, 2006, 26(3):10-13.PAN Zong-jun, XIE Yong-li, YANG Xiao-hua, et al.Depth of Active Zone of Expansive Clay Slope[J].Journal of Chang'an University:Natural Science Edition, 2006, 26(3):10-13.
[13]
YANG Guo-lin, DING Jia-ming.Model Test on Expansion and Shrinkage Deformation in Expansive Soil Roadbed[J].China Journal of Highway and Transport, 2006, 19(4):23-29.
[14]
WANG Shuang-jie, HUANG Xiao-ming, NI Yi-hong.Infiltrating Properties of Modified Swelling Soil Subgrade[J].Journal of Traffic and Transportation Engineering, 2004, 4(1):15-20.
[15]
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.
[16]
FREDLUND D G, RAHARDJO H.Soil Mechanics for Unsaturated Soils[M].New York:John Wiley & Sons, 1993.
[17]
CHEN Zheng-han.An Axiomatics of Geomechanics[J].Applied Mathematics and Mechanics, 1994, 15(10):901-910.
[18]
XU Yong-fu, LIU Song-yu.Strength Theory of Unsaturated Soils and Its Engineering Application[M].Nanjing:Southeast University Press, 1999:88-93.
[19]
RICHARDS B G, PETER P, MARTIN R.The Determination of Volume Change Properties in Expansive Soils[C]//ASCE.Proc.5th Int.Conf.on Expansive Soils.Adelaide:ASCE, 1984:179-186.