[M]. Beijing:Tsinghua University Press,2004:238-240.
[13]
张卫兵黄土高填方路堤沉降变形规律与计算方法的研究
[14]
[D].西安：长安大学,2007.ZHANG Weibing.Study on Settlement Deformation Laws and Calculation Method of High Loess-filled Embankment D].Xi'an:Changan University,2007.
[15]
钱家欢,殷宗泽.土工原理与计算
[16]
[M].第二版.北京：中国水利水电出版社,1996：239-240.QIAN Jiahuan, YIN Zongze. The Principle of Soil Engineering and Calculation
[17]
[M].2nd ed.Beijing:China Water Power Press,1996:239-240.
[18]
曹喜仁,赵振勇,赵明华.高填石路堤地基沉降计算方法研究
[19]
[J].公路交通科技,2005,22(6)：38-41.CAO Xiren,ZHAO Zhenyong,ZHAO Minghua.Study on Seulement Calculation Method for Subgrade of High Rockfill Embankment
[20]
[J]. Journal of Highway and Transportation Research and Development, 2005, 22(6):38 -41.
[21]
张仪萍,曹国强,李涛,等.分级加载条件下沉降预测方法
[22]
[J].中国公路学报,2005,18(1)：30-33.ZHANG Yiping,CAO Guoqiang,LI Tao,et al.Prediction Method of Settlement under Multi-stage Loading
[23]
[J].China Journal of Highway and Transport,2005,18 (1):30-33.
[24]
杨涛,李国维,杨伟清.基于双曲线法的分级填筑路堤沉降预测
[25]
[J].岩土力学,2004,24(12)：2142-2147.YANG Tao, LI Guowei,YANG Weiqing. Settlement Precondition of Stage Constructed Embankment on Soft Ground Based on the Hyperbolic Method
[26]
[J]. Rock and Soil Mechanics,2004,24 (12):2142-2147.
[27]
余闯,刘松玉,腾瑞振.不同加载方式下路堤沉降性状与预测模型研究
[28]
[J].工程地质学报,2004,12(2)：155-160.YU Chuang,LIU Songyu,TENG Ruizhen.Characteristics of Embankment Settlement and Its Prediction Model under Different Loading Sequence
[29]
[J].Journal of Engineering Geology,2004,12 (2):155-160.
[30]
程海涛.非饱和重塑黄土变形特性试验研究
[31]
[D].西安：长安大学,2005.CHENG Haitao.Study on Deformation Characteristics of Unsaturated Remolding Loess
