PORBAHA A, GOODINGS D J.Centrifuge Modeling of Geotextile Reinforced Cohesive Soil Retaining Walls[J].Journal of Geotechnical Engineering, 1996, 122(10):840-848.
[6]
YU Fei, ZHANG Zhong-yang, WANG Yuan-han.Application Research on Vegetation Reinforcement in Three Gorges Embankment[C]//Chinese Technical Association on Geosynthetics.Proceedings of the 6th Geosynthetics Conference.Xian:Modern Knowledge Press, 2004:432-441.
[7]
MICHALOWSKI R L, ZHAO A.Continuum Versus Structural Approach to Stability of Reinforced Soil Structures[J].Journal of Geotechnical Engineering, 1995, 121(2):152-162.
CHEN W F.Limit Analysis and Soil Plasticity[M].Amsterdam:Elsevier Publishing Co, 1975:43-45.
[10]
WANG Ya-ling, ZHOU Yu-li.Anti-flexural-tensile Strength Test of Semi-rigid Type Base Course Materials Reinforced by Geogrid[J].Journal of Changan University:Natural Science Edition, 2006, 26(5):26-29.
[11]
CHEN Yan-ping, ZHAO Ming-hua, CHEN Chang-fu, et al.Similarity Model Test of Geocell Reinforced Gravel Mattress and Gravel Pile Composite Foundation[J].China Journal of Highway and Transport, 2006, 19(1):17-22.
[12]
YANG Xiao-hua, DAI Tie-ding, XU Xin-zhuang.Application of Geocell in Reinforced Soft Subgrade of Railway[J].Journal of Traffic and Transportation Engineering, 2005, 5(2):42-46.
[13]
ZHOU Zhi-gang, ZHENG Jian-long, LI Qiang.Study of the Design Method of Using Geonets to Treat the Unequal Settlement of Subgrade at the Cut to Fill Location[J].China Journal of Highway and Transport, 2003, 16(1):27-31.
WRIGHT S G, DUNCAN J M.Limit Equilibrium Stability Analysis for Reinforced Slopes[C]//TRB.Transportation Research Record 1300.Washington DC:TRB, 1991:40-46.
[16]
MICHALOWSKI R L.Limit Analysis in Stability Calculations of Reinforced Soil Structures[J].Geotextiles and Geomembranes, 1998, 16(6):311-331.
[17]
WU Xiong-zhi, SHI San-yuan, DU Hai-jin.Limit Analysis for the Stability of Slopes Reinforced with Geotextile[J].Rock and Soil Mechanics, 1994, 15(2):55-61.
