KOERNER R M.Designing with Geosynthetics[M].2nd ed.New York:Prentice Hall, 1990.
[12]
SUN Jun, CHI Jing-kui, CAO Zheng-kang, et al.New Type Geosynthetics and Engineering Treatment[M].Beijing:China Architecture & Building Press, 1998.
[13]
WANG Zhao.Application Study on Foreign Geosynthetics[M].Hong Kong:Modern Knowledge Press, 2002.
[14]
GAO Jiang-ping, SHI Zhao-xu, YU Mao-hong.Testing of Surface's Displacement About Netted and Stripped Reinforced Wall[J].Journal of Chang'an University:Natural Science Edition, 2005, 25(2):42-45.
[15]
YAN Shu-wang, BARR B.Finite-Element Modelling of Soil-Geogrid Interaction with Application to Interpret the Pull-Out Behaviour of Geogrids[J].Chinese Journal of Geotechnical Engineering, 1997, 19(6): 56-61.
[16]
GE Zhe-sheng, HUANG Xiao-ming.Centrifugal Modeling Test on Abutment Back Fill with EPS Inclusion[J].Journal of Traffic and Transportation Engineering, 2004, 4(1):11-14.
[17]
LI Yan-chun, JIANG Zhi-ren.The Use of Spring Element Model in Analyzing the Mechanical Properties of Geogrids[J].China Journal of Highway and Transport, 1996, 9(4):38-42.
[18]
ISO 13431-1998, Geotextiles and Geotextile-Related Products－Determination of Tensile Creep and Creep Rupture Behaviour[S].
[19]
YANG Guo-lin, WANG Yong-he.Study of Engineering Characteristic of Material Used to Reinforce Earth[J].China Journal of Highway and Transport, 2001, 14(3):11-16.
[20]
WANG Zhao.The Creep Tests of Geosynthetics[J].Chinese Journal of Geotechnical Engineering, 1994, 16(6):96-102.
[21]
MIAO Ying-hao, HU Chang-shun.Research on Displacement Characteristics of Geogrid Reinforced Embankment with Steep Slope[J].China Journal of Highway and Transport, 2006, 19(1):47-52.
