［9］ Zheng G,Peng S Y,Ng C W,et al.Excavation effects on pile behavior and capacity［J］.Canadian Geotechnical Journal,2012,49(12):1347-1356.
[5]
［10］Asaoka A.Observational procedure of settlement prediction［J］.Soils and Foundations,1978,18(4):87-101.
[6]
Zhao Yukun,Liu Handong,Li Qingan.Slope stability analysis of lower reaches’ dikes of Yellow River under flood immersion and water level rapid drawdown［J］.Rock and Soil Mechanics,2011,32(5):1495-1499.
Zhao Shougang ,Chang Xiangqian ,Pan Shu.Reliability analysis of seepage stability on standard dyke of Yellow River［J］.Chinese Journal of Geotechnical Engineering,2007,29(5):684-689.
[11]
［5］ Al-Homoud A S,Tanash N.Monitoring and analysis of settlement and stability of an embankment dam constructed in stages on soft ground［J］.Bulletin of Engineering Geology and the Environment,2001,59(4):259-284.
[12]
［6］ Hasani H,Mamizadeh J,Karimi H.Stability of slope and seepage analysis in earth fills dams using numerical models (Case study:llam DAM-Iran)［J］.World Applied Sciences Journal,2013,21(9):1398-1402.
[13]
［7］ Garnier J,Gaudin C,Springman S,et al.Catalogue of scaling laws and similitude questions in geotechnical centrifuge modeling［J］.International Journal of Physical Modeling in Geotechnics,2007,7(3):1-23.
[14]
［8］ Zheng G,Peng S Y,Diao Y,et al.In-flight investigation of excavation effects on smooth single piles［C］// The 7th International Conference Physical Modelling in Geotechnicas.Zurich,Switzerland:［s.n.］,2010.
