基金项目：国家西部交通建设科技项目(200131881259)
作者简介：张宏光(1972-),男,吉林长春人,讲师,博士研究生.
作者单位：张宏光（长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064）
谢永利（长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064）
参考文献：
[1]John N W M.Geotextiles[Z].London:Blackie and Son Co Ltd,1987.
[2]土工合成材料工程应用手册编写委员会.土工合成材料工程应用手册[M].北京:中国建筑出版社,1994.Geotechnical Composite Material Technical Application Manual Compile Committee.Geotechnical Composite Material Technical Application Manual[M].Beijing:China Architecture and Building Press,1994.
[3]冯瑞玲,谢永利.方磊.柔性基础下复合地基的数值分析[J].中国公路学报,2003,16(1):40-42.FENG Rui-ling,XIE Yong-li,FANG Lei.Numerical Analysis of the Composite Ground under the Flexible Foundation[J].China Journal of Highway and Transport,2003,16(1):40-42.
[4]俞永华,谢永利,杨晓华.桥头楔形柔性搭板作用性状的仿真[J].长安大学学报:自然科学版,2004,24(6):29-32.YU Yong-hua,XIE Yong-li,YANG Xiao-hua.Simulation of Active Mechanic of Wedge Flexible Approach Slab at Bridge Abutment[J].Journal of Chang'an University:Natural Science Edition,2004,24(6):29-32.
[5]张宏光,谢永利,杨晓华.楔形柔性搭板模型试验[J].长安大学学报:自然科学版,2005,25(3):54-57.ZHANG Hong-guang,XIE Yong-li,YANG Xiao-hua.Model Experiment of Wedge-Shaped Flexible Approach Slab Abutment[J].Journal of Chang'an University:Natural Science Edition,2005,25(3):54-57.
[6]张洪亮,胡长顺,刘保健,等.压实石灰黄土力学特性试验[J].交通运输工程学报,2003,3(4):13-16.ZHANG Hong-liang,HU Chang-shun,LIU Bao-jian,et al.Mechanical Properties Experiment of Compacted Loess-Lime[J].Journal of Traffic and Transportation Engineering,2003,3(4):13-16.
[7]方磊,谢永利.柔性基础下复合地基桩土应力比模型试验[J].长安大学学报:自然科学版,2005,25(2):30-32.FANG Lei,XIE Yong-li.Model Experiment of Pile-soil Stress Ratio of Composite Ground under Flexible Foundation[J].Journal of Chang'an University:Natural Science Edition,2005,25(2):30-32.
[8]刘保健,支喜兰,谢永利.公路工程中黄土湿陷性问题分析[J].中国公路学报,2005,18(4):27-31.LIU Bao-jian,ZHI Xi-lan,XIE Yong-li.Analysis of Problems on Loess Hydrocompaction in Highway Engineering[J].China Journal of Highway and Transport,2005,18(4):27-31.
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