JGJ 8-2007,建筑变形测量规范[S].JGJ 8-2007, Code for Deformation Measurement of Building and Structure [S].
[2]
刘起霞,高新南,蒋志娥,等.分层沉降试验在G107辅道中的运用与分析[J].地球与环境,2005,33(增):502-505.LIU Qixia, GAO Xinnan, JIANG Zhie, et al.The Application and Analysis of Layered Settlement Testing 107Auxiliary Road [J].Earth and Environment,2005,33(S1):502-505.
[3]
刘升传,王连俊.胶新铁路砂土液化区路基沉降规律研究[J].工程地质学报,2006,14(4):454-461.LIU Shengchuan,WANG Lianjun.Subgrade SettlementBehavior in Sand Liquefaction Area along Jiaoxin Railway[J].Journal of Engineering Geology,2006,14(4):454-461.
[4]
李海芳,龚晓南,温晓贵.桥头段刚性桩复合地基现场观测结果分析[J].岩石力学与工程学报,2005,24(15):2780-2785.LI Haifang,GONG Xiaonan,WEN Xiaogui.Field Survey of Composite Foundation with Rigid Piles under Embankment [J].Chinese Journal of Rock Mechanic sand Engineering,2005,24(15):2780-2785.
[5]
高志义,阚卫明,高潮,等.地基沉降的反馈计算法及其应用[J].中国港湾建设,2005(1):9-12.GAO Zhiyi, KAN Weiming, GAO Chao, et al.Feedback Calculation Method for Soil Settlement and Its Application [J].China Harbour Engineering, 2005(1):9-12.
[6]
王坚,王继刚,高井祥.沉降观测数据分析方法探讨[J].测绘通报,2004(3):21.WANG Jian,WANG Jigang, GAO Jingxiang.A Study of Analysis Method of Subsidence Values [J].Bulletin of Surveying and Mapping,2004(3):21.
[7]
翁兴中,杜俭,洪建军,等.机场道面大面积高填土沉降稳定分析[J].空军工程大学学报:自然科学版,2001,2(5):7-10.WENG Xingzhong,DU Jian,HONG Jianjun,et al.A Settlement Stabilization Analysis of Airfield PavementGreat Area High Filling [J].Journal of Air ForceEngineering University:Natural Science Edition, 2001,2(5):7-10.
[8]
刘宏,李攀峰,张倬元.九寨黄龙机场高填方地基工后沉降预测[J].岩土工程学报,2005,27(1):90 -93.LIU Hong, LI Panfeng,ZHANG Zhuoyuan.Prediction ofthe Post-construction Settlement of the High Embankmentof Jiuzhai-Huanglong Airport [J].Chinese Journal ofGeotechnical Engineering,2005,27(1):90-93.
[9]
潘林有,谢新宇.用曲线拟合的方法预测软土地基沉降[J].岩土力学,2004,25(7):1053- 1058.PAN Linyou, XIE Xinyu.Observational SettlementPrediction by Curve Fitting Methods [J].Rock and Soil Mechanics,2004,25(7):1053-1058.
[10]
曹国强,张仪萍,张土乔,等.地基沉降速率与沉降的关系研究及其应用[J].岩土力学,2003,24(3):467-470.CAO Guoqiang,ZHANG Yiping,ZHANG Tuqiao,et al.Relationship between Settlement-velocity and Settlement ofGround and Its Applications [J].Rock and Soil Mechanics,2003,24(3): 467-470.
[11]
王志亮,郑明新,吴勇,等.增加曲线模型在路基沉降预测中的应用研究[J].岩土力学,2004,25(6):901-903,912.WANG Zhiliang,ZHENG Mingxin,WU Yong, et al.Study on Application of Logistic Curve Model to SettlementPrediction of Roadbed Subjected to Multilevel Loadings [J].Rock and Soil Mechanics,2004,25(6):901-903、 912.
[12]
张仪萍,曹国强,李涛,等.分级加载条件下沉降预测方法[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[J].China Journal of Highway and Transport,2005,18(1):30-33.
[13]
董琳琳,崔新壮.压实度对中高路堤沉降影响的数值分析[J].公路,2009(7):17-20.DONG Linlin, CUI Xinzhuang.Numerical Analysis ofInfluences of Different Compaction Degree on Middle andHigh Road Embankment Settlement [J].Highway,2009(7): 17-20.
[14]
徐明,宋二祥.高填方长期工后沉降研究的综述[J].清华大学学报:自然科学版,2009,49(6):770-773.XU Ming,SONG Erxiang.Review of Long-term Settling ofHigh Fills [J].Journal of Tsinghua University: Science and Technology Edition,2009,49(6):770-773.