ALLEN T M, BATHURST R J.Observed Long-term Performance of Geosynthetic Walls and Implications for Design[J].Geosythetics International, 2002, 9(5):567-606.
[2]
LOPES M L, CARDOSO A S.Modelling Performance of a Sloped Reinforced Soil Wall Using Creep Function[J].Geotextiles and Geomembranes, 1994, 13(3):181-197.
LIU H B, LING H I.Constitutive Modeling of the Time-dependent Monotonic and Cyclic Behavior of Geosynthetics[C]//LING H I, KALIAKIN V N, LESHCHINSK D.Geosynthetics and Geosynthetic-engineered Soil Structures.New York:Columbia University Press, 2005:281-302.
[11]
HELWANY M B, WU J T H.A Numerical Model for Analyzing Long-term Performance of Geosynthetic-reinforced Soil Structures[J].Geosynthetics International, 1995, 2(2):429-453.
[12]
LUAN Mao-tian, XIAO Cheng-zhi, YANG Qing, et al.FEM Based Numerical Analysis of Stresses andDeformations of Geogrid-reinforced Earth RetainingWalls[J].Rock and Soil Mechanics, 2006, 27(6):857-863.
SAWICKI A.Creep Behaviour of Geosynthetics[J].Geotextiles and Geomembranes, 1998, 16(6):365-382.
[15]
JTJ 015—91, Code for Design of Highway Reinforced Soil Retaining Wall[S].
[16]
HE Guang-chun, ZHOU Shi-liang.Application and Advancement of Reinforced Earth Technique[J].Journal of Chongqing Jianzhu University, 2001, 23(5):11-15.
[17]
LI Jun-shi, LIN Yong-mei.Singh-Mitchell Creep Model of Shanghai Very Soft Silt Clay[J].Rock and Soil Mechanics, 2000, 21(4):363-366.
[18]
XIAO Cheng-zhi, LUAN Mao-tian, YANG Qing, et al.Experiment on Empirical Creep Model and Its Parameters of Geogrids[J].China Journal of Highway and Transport, 2006, 19(6):19-24.