[1] 舒 阳,孟庆山,舒思齐.高速公路拓宽路基软土工程特性试验[J].长安大学学报:自然科学版,2009,29(3):37-42.
SHU Yang,MENG Qing-shan,SHU Si-qi.Experiment on engineering characteristics of soft clay on expressway widening foundation[J].Journal of Chang'an University:Natural Science Edition,2009,29(3):37-42.
[2]钱劲松,凌建明.路基拓宽工程中桩承式加筋路堤处理的数值分析[J].交通运输工程学报,2008,8(5):67-71.
QIAN Jin-song,LING Jian-ming.Numerical analysis of application for pile-supported reinforced embankment in subgrade widening engineering[J].Journal of Traffic and Transportation Engineering,2008,8(5):67-71.
[3]傅 珍,王选仓,陈星光,等.拓宽路基差异沉降特性和影响因素[J].交通运输工程学报,2007,7(1):54-57.
FU Zhen,WANG Xuan-cang,CHEN Xing-guang,et al.Differential settlement characteristics and influencing factors of widening subgrade[J].Journal of Traffic and Transportation Engineering,2007,7(1):54-57.
[4]汪 浩,黄晓明.软土地基上高速公路加宽的有限元分析[J].公路交通科技,2004,21(8):21-24.
WANG Hao,HUANG Xiao-ming.Numerical analysis of road widening on soft soil ground by FEM[J].Journal of Highway and Transportation Research and Development,2004,21(8):21-24.
[5]唐朝生,刘义怀,施 斌,等.新老路基拼接中差异沉降的数值模拟[J].中国公路学报,2007,20(2):13-17.
TANG Chao-sheng,LIU Yi-huai,SHI Bin,et al.Numerical simulation on differential settlement of jointing of new and old roadbed[J].China Journal of Highway and Transport,2007,20(2):13-17.
[6]王东耀,折学森,叶万军,等.高速公路软基最终沉降预测的范例推理方法[J].长安大学学报:自然科学版,2006,26(1):20-23.
WANG Dong-yao,SHE Xue-sen,YE Wan-jun,et al.Case-based reasoning approach to settlement of expressway on soft foundation[J].Journal of Chang'an University:Natural Science Edition,2006,26(1):20-23.
[7]叶 虔,邱建金.深厚软土工后沉降预测及其参数的反分析[J].工程勘察,2009(11):28-32.
YE Qian,QIU Jian-jing.Parameter conversion and settlement estimation based on nonlinear variation of parameters in soft clay[J].Geotechnical Investigation & Surveying,2009(11):28-32.
[8]曾连灯,刘国明.砂井地基固结三维非线性有限元及材料参数反演分析[J].福州大学学报:自然科学版,2010,38(1):127-134.
ZENG Lian-deng, LIU Guo-ming.3D nonlinear FEM analysis of consolidation for soft soil roadbed and back analysis of material parameters[J].Journal of Fuzhou University:Natural Science Edition,2010,38(1):127-134.
[9]赵明华,陈炳初,刘建华.基于Verhulst 模型的软土路基沉降预测[J].沈阳建筑大学学报:自然科学版,2007,23(4):580-583.
ZHAO Ming-hua,CHEN Bing-chu,LIU Jian-hua.The prediction of soft clay roadbed settlement based on Verhulst Model[J].Journal of Shenyang Jianzhu University:Natural Science,2007,23(4):580-583.
[10]魏丽敏,何 群,王永和.软土路基大应变黏弹塑性正/反分析沉降预测对比[J].岩土力学,2010,31(8):2630-2636.
WEI Li-min,HE Qun,WANG Yong-he.Comparison of settlement prediction from back analysis with forward analysis for embankment on soft soil foundation based on large strain and visco-elastoplastic model[J].Rock and Soil Mechanics,2010,31(8):2630-2636.
[11]陈建峰,石振明,孙 红.软土地基路堤工程信息化施工技术[J].同济大学学报:自然科学版,2007,35(1):37-40.
CHEN Jian-feng,SHI Zhen-ming,SUN Hong.Information-oriented construction techniques for embankments on soft soils[J].Journal of Tongji University:Natural Science,2007,35(1):37-40.
[12]焦李成.神经网络的应用和实现[M].成都:成都电子科技大学出版社,1993.
[13]Masri S F,Chassiakos A G,Ganghey T K.Identifi-cation of nonlinear dynamic system using neural networks[J].Journal of Applied Mechanics,1993,60(1):123-133.
[14]周建春,魏 琴,刘光栋.采用BP神经网络反演隧道围岩力学参数[J].岩石力学与工程学报,2002,23(6):941-945.
ZHOU Jian-chun,WEI Qin,LIU Guang-dong.Back analysis on rock mechanics parameters for highway tunnel by BP neural network method[J] Chinese Journal of Rock Mechanics and Engineering.2002,23(6):941-945.