俞仲泉,李少青.土工织物加固堤基的离心模型试验 ［J］ 岩土工程学报,1989,11 (1):67-72.YU Zhongquan,LI Shaoqing.Centrifuge Model Test of Geosynthetic Reinforced Embankment ［J］ Chinese Journal of Geotechnical Engineering,1989,11 (1):67-72.
[2]
SHARMA J S,BOLTON M D.Centrifuge modeling of an embankment on soft clay reinforced with a geogrid ［J］ Geotexile and Geomembrances,1996,14 (1):1-17.
[3]
陈胜立,张建民,张丙印,等.软土地基上土工织物加筋堤的离心模型试验研究 ［J］ 岩土力学,2006,27 (5):803-806.CHEN Shengli,ZHANG Jianmin,ZHANG Bingyin,et al.Centrifugal Modeling of Reinforced Embankments on Soft Cay ［J］ Rock and Soil Mechanics,2006,27 (5):803-806.
[4]
张良,罗强,裴富营,等.基于离心模型试验的软土地基路堤加筋垫层效应研究 ［J］ 铁道学报,2009,31 (4):108-114.ZHANG Liang,LUO Qiang,PEI Fuying,et al.Research of Effect of Reinforced Cushion of Soft Soil Subgrade Embankment Based on Centrifugal Model Tests ［J］ Journal of the China Railway Society,2009,31 (4):108-114.
[5]
丁金华,包承纲.软基和吹填土上加筋堤的离心模型试验及有限元分析 ［J］ 土木工程学报,1999,32 (1):21-25.DING Jinhua,BAO Chenggang.Centrifuge Model Test and Finite Element Analysis of Geosynthetic Reinforced Embankments on Soft Ground and Dredger Fill ［J］ China Civil Engineering Journal,1999,32 (1):21-25.
[6]
SHARMA J S,BOLTON M D.Centrifuge and Numerical Modeling of Reinforced Embankments on Soft Clay Installed with Wick Drains ［J］ Geotexile and Geomembrances,2001,19 (1):23-44.
[7]
胡红蕊,陈胜立,沈珠江.防波堤土工织物加筋地基离心模型试验及数值模拟 ［J］ 岩土力学,2003,24 (3):389-394.HU Hongrui,CHEN Shengli,SHEN Zhujiang.Centrifugal and Numerical Modeling of Geosynthetic Reinforced Embankments on Soft Clay ［J］ Rock and Soil Mechanics,2003,24 (3):389-394.
[8]
朱湘,黄晓明.加筋路堤的室内模拟试验和现场沉降观测 ［J］ 岩土工程学报,2002,24 (3):386-388.ZHU Xiang,HUANG Xiaoming.Laboratory Simulating Test and Field Settlement Observation of Reinforced Embankment ［J］ Chinese Journal of Geotechnical Engineering,2002,24 (3):386-388.
[9]
徐少曼,洪昌华.土工织物加筋堤坝软基的非线性分 析 ［J］ 岩土工程学报,1999,21 (4):439-443.XU Shaoman,HONG Changhua.A Non-linear Analysis for Soft Cohesive Subsoil under Embankment Reinforced by Geotextile ［J］ Chinese Journal of Geotechnical Engineering,1999,21 (4):439-443.
[10]
钱劲松,凌建明,黄琴龙.土工格栅加筋路堤的三维有限元分析 ［J］ 同济大学学报:自然科学版,2003,31 (12):1421-1425.QIAN Jinsong,LING Jianming,HUANG Qinlong.3D Finite Element Analysis of Embankment Reinforced by Geogrid ［J］ Journal of Tongji University:Natural Science Edition,2003,31 (12):1421-1425.
[11]
朱湘,黄晓明.有限元方法分析影响加筋路堤效果的 几个因素 ［J］ 土木工程学报,2002,35 (6):86-92.ZHU Xiang,HUANG Xiaoming.Effects of Reinforcement on Embankment Analyzed by Finite Element Method ［J］ China Civil Engineering Journal,2002,35 (6):86-92.
[12]
顾长存,杨庆刚,张铮.土工格栅加筋软土路堤的数值分析 ［J］ 河海大学学报:自然科学版,2005,33 (6):677-680.GU Changcun,YANG Qinggang,ZHANG Zheng.Numerical Analysis of Embankment on Soft Clay Foundation Reinforced by Geogrids ［J］ Journal of Hohai University:Natural Science Edition,2005,33 (6):677-680.
[13]
郑刚,万涛,雷华阳.土工格栅加筋加高路堤超载预压排水固结非线性有限元分析 ［J］ 建筑科学,2007,23 (9):16-19.ZHENG Gang,WAN Tao,LEI Huayang.Nonlinear Finite Element Analysis of Reinforcing Geogrids Applied in High Embankment of Highway and Excess Preload ［J］ Building Science,2007,23 (9):16-19．
