李又云,刘保健,谢永利.软土结构性对渗透及固结沉降的影响[J].岩石力学与工程学报,2006,25(增2):3587-3592.LI Youyun,LIU Baojian,XIE Yongli.Influences of Permeability and Consolidation Settlement on Structure of Soft Clay[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(S2):3587-3592.
[2]
熊传祥,龚晓南.一种改进的软土结构性弹塑性损伤模型[J].岩土力学,2006,27(3):395-397.XIONG Chuanxiang,GONG Xiaonan.An Updated Elastoplastic Damage Model for Structural Soft-clays[J].Rock and Soil Mechanics,2006,27(3):395-397
[3]
姜岩.交通荷载作用下结构性软土的动力特性及机理分析[D].天津:天津大学,2007.JIANG Yan.Analysis of Dynamic Characteristics and Mechanism of Structural Soft Soil under Traffic Loading[D].Tianjin:Tianjin University,2007.
[4]
沈正,黄晓明.软土地基桥台后回填固化粉煤灰工后沉降与差异沉降分析[J].公路交通科技,2007,24 (6):53-56.SHEN Zheng,HUANG Xiaoming.Analysis on Post-construction Settlements and Differential Settlements of Solidified Fly Ash Backfills Adjacent to Abutment on Soft Clay Foundations[J].Journal of Highway and Transportation Research and Development,2007,24(6):53-56.
[5]
YAO Wenjuan,YE Zhiming.Analytical Solution of Bending-compression Column Using Different Tension Compression Modulus[J].Applied Mathematics and Mechanics:English Edition,2004,25 (9):983-993.
[6]
陈铁林,沈珠江.岩土破损力学的系统论基础[J].岩土力学,2004,25(增2):21-26.CHEN Tielin,SHEN Zhujiang.System Approach of Breakage Mechanics for Geological Materials[J].Rock and Soil Mechanics,2004,25(S2):21-26.
[7]
雷华阳,姜岩,陆培毅,等.交通荷载作用下结构性软土的孔径分布试验[J].中国公路学报,2009,22(2):6-11.LEI Huayang,JIANG Yan,LU Peiyi,et al.Pore Size Distribution Test of Structural Soft Soil under Traffic Loading[J].China Journal of Highway and Transport,2009,22(2):6-11.
[8]
王立忠,赵志远,李玲玲.考虑土体结构性的修正邓肯--张模型[J].水力学报,2004(1):83-89.WANG Lizhong,ZHAO Zhiyuan,LI Lingling.Non-linear Elastic Model Considering Soil Structural Damage[J].Journal of Hydraulic Engineering,2004(1):83-89.
[9]
WITH C,BODARE A.Prediction of Train-induced Vibrations Inside Buildings Using Transfer Functions[J].Soil Dynamics and Earthquake Engineering,2007,27(2):93-98.
[10]
SAAD B,HANI M,HORMOZ P.3D FE Analysis of Flexible Pavement with Geosynthetic Reinforcement[J].Journal of Transportation Engineering,2006,132(5):402-415.
[11]
JU S H.Finite Element Analysis of Structure-borne Vibration From High-speed Train[J].Soil Dynamics and Earthquake Engineering,2007,27(3):259-273.
[12]
李又云,谢永利,刘保健.一维固结变形理论参数的试验分析[J].公路交通科技,2007,24(9):11-15.LI Youyun,XIE Yongli,LIU Baojian.Experimental Analysis of Parameter on Consolidation Deformation Theory[J].Journal of Highway and Transportation Research and Development,2007,24(9):11-15.
[13]
熊健民,金生吉,余天庆.路基沉降试验研究及数值模拟[J].华中科技大学学报:城市科学版,2008,25(4):54-56.XIONG Jianmin,JIN Shengji,YU Tianqing.Numerical Simulation on Roadbed Settlement of Highway[J].Journal of Huazhong University of Science and Technology:Urban Science Edition,2008,25(4):54-56.
毛灵涛,薛茹,袁则循.软土路基微结构扫描电镜图像的分形[J].长安大学学报:自然科学版,2007,27(2):30-33.MAO Lingtao,XUE Ru,YUAN Zexun.Fractal Approach on Soft Soil Subgrade Microstructure SEM Image[J].Journal of Chang'an University:Natural Science Edition,2007,27(2):30-33.
[16]
邵光辉,刘松玉.确定软土路基沉降系数的ANN模型[J].公路交通科技,2007,24(4):29-33.SHAO Guanghui,LIU Songyu.An ANN Model for Determining the Settlement Coefficient of Embankment on Soft Ground[J].Journal of Highway and Transportation Research and Development,2007,24(4):29-33.