[J].水利水运科学研究,1984(2):18-29.CHEN Gen yuan.One dimensional Consolidation of Layered Systems and a Suggestion for Improving Calculation of Sand drained Subsoil
[2]
[J].Journal of Nanjing Hydraulic Research Institute,1984(2):18-29.
[3]
[J].浙江大学学报(自然科学版),1995,29(5):529-539.XIE Kang he.Consolidation Theory of Double layered Ground with Vertical Drains under Equal Strain Condition
[4]
郝玉龙,陈云敏,王军.深厚软土未打穿砂井超载预压地基孔隙水压力消散规律分析
[5]
[J].China Journal of Highway and Transpor,2002,15(2):36-39.
[6]
魏丽敏,何群,孙愚男.砂井地基非线性弹性有限元分析
[7]
[J].Journal of Highway and Transportation Research and Development,2005,22(2):39-42.
[8]
陈小丹,赵维炳.考虑井阻和涂抹的砂井地基平面应变等效方法分析
[9]
[J].岩土力学,2005,26(4):567-571.CHEN Xiao dan,ZHAO Wei bing.Equivalent Analyzing Method of Plane Strain of Drain Pile Ground Considering Well Resistance and Smearing
[10]
[J].Rock and Soil Mechanics,2005,26(5):789-794.
[11]
张军辉,黄晓明,彭娴.软土地基上高速公路双侧加宽工程的数值分析
[12]
[J].公路交通科技,2007,24(3):20-24.ZHANG Jun hui,HUANG Xiao ming,PENG Xian.Numerical Analysis of Expressway Widened with Two Sides on Soft Soil Foundation
[13]
[J].Journal of Highway and Transportation Research and Development,2007,24(3):20-24.
[14]
周爱国,史玉金,余启洋,等.高速公路软基处理中袋装砂井间距研究
[15]
[J].中南公路工程,2001,26(2) 26-28.ZHOU Ai guo,SHI Yu jin,YU Qi y ang,et al.Research on Spacing of Sand wick Drain in Soil Foundation Treament of Highways
[16]
[J].中外公路,2005,25(4):22-26.LIANG He cheng,GAO Fu cai,PENG Ling,et al.Research on Extra Long Packed Drain for Soft Foundation in Highways
[17]
[J].Journal of China &Foreign Highway,2005,25(4):22-26.
[18]
王立忠,李玲玲.未打穿砂井地基下卧层固结度分析
[19]
[J].中国公路学报,2000,13(3):4-7.WANG Li zhong,LI Ling ling,Consolidation Analysis for Partially Penetrating Sand Drains
[20]
[J].China Journal of Highway and Transport,2000,13(3):4-7.
[21]
陈根援.多层地基的一维固结计算方法与砂井地基计算的改进建议
[22]
谢康和.应变条件下的双层理想井地基固结理论
[23]
[J].Journal of Zhejiang University(Natural Science Edition),1995,29(5):529-539.
[24]
赵明华,刘峻龙,刘建华.双层地基横向受荷桩简化计算方法研究
[25]
[J].公路交通科技,2006,23(12):58-61.ZHAO Ming hua,LIU Jun long,LIU Jian hua.Research about Simplified Calculation Method of Laterally loaded Piles in Double layered Foundation
[26]
[J].Journal of Highway and Transportation Research and Development,2006,23(12):58-61.
[27]
[J].中国公路学报,2002,15(2):36-39.HAO Yu long,CHEN Yun min,WANG Jun,Consolidation Analysis for Partially Penetrating Sanddrain Ground Preloaded by Surcharg
[28]
[J].公路交通科技,2005,22(2):39-42.WEI Li min,HE Qun,SUN Yu nan.Nonlinear Elasticity Finite Element Analysis for Sand Drain Subgrade
[29]
[J].Rock and Soil Mechanics,2005,26(4):567-571.
[30]
高速公路丛书编委会.高速公路路基设计与施工
[31]
[M].北京:人民交通出版社,2000.The Compile Committee of Highway Series.Design and Construction of Highway Foundation.
[32]
[M].Beijing:China Communications Press,2000.
[33]
王军,高玉峰,高红珍.结构性软土地基施工扰动定量分析
[34]
[J].岩土力学,2005,26(5):789-794.WANG Jun,GAO Yu feng,GAO Hong zhen.Quantitative Analysis of Foundation Treatment Disturbance of Structured Soft Clay Ground
[35]
[J].Journal of Central South Highway Engineering,2001,26(2):26-28.
[36]
LIANG He cheng,ZHOU Ai guo,JIN Qin sheng.Application of Extra long Packed Drain for Soft foundation in Highways
[37]
[C]Water Resources and the Urban Environment.wuhan,China:2003:5.7-521.
