HU Chang-bin,ZHANG Tao.Time Domain Torsional Response of Dynamically Loaded Pile in Hysteretic Type Damping Soil Layer[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(S1):3190-3197.
[5]
HU Chang-bin,HUANG Xiao-ming.A Quasi-analytical Solution to Soil-pile Interaction in Longitudinal Vibration in Layered Soils Considering Vertical Wave Effect on Soils[J].Earthquake Engineering and Engineering Vibration,2006,26(4):205-211.
[6]
KONG De-sen,LUAN Mao-tian,YANG Qing.Review of Dynamic Winkler Model Applied in Pile-soil Interaction Analyses[J].World Earthquake Engineering,2005,21(1):12-17.
[7]
FENG Shi-jin,CHEN Yun-min,LIU Ming-zhen.Analysis and Application in Engineering on Vertical Vibration of Viscoelasticity Piles in Layered Soil[J].China Journal of Highway and Transport,2004,17(2):59-63.
[8]
陈嘉熹.虚土桩法可行性初步研究与分析[D].杭州:浙江大学,2008.
[9]
CHEN Jia-xi.Preliminary Feasibility Studies and Analysis on Method of Virtual Pile of Soil[D].Hangzhou:Zhejiang University,2008.
[10]
YANG Dong-ying,WANG Kui-hua.Vertical Vibration of Pile Based on Fictitious Soil-pile Model in Inhomogeneous Soil [J].Journal of Zhejiang University:Engineering Science,2010,44(10):2021-2028.
[11]
NOVAK M,ABOUL-ELLA F,NOGAMI T.Dynamic Soil Reactions for Plane Strain Case[J].Journal of the Engineering Mechanics Division,1978,104(4):953-959.
[12]
JGJ 94—2008,建筑桩基技术规范[S].
[13]
JGJ 94—2008,Technical Code for Building Pile Foundations[S].
[14]
JING Sheng.Low Strain Reflective Wave Curves of Inserted Pile Bottom in Pile Foundation Checking Signals[J].Geotechnical Engineering World,2008,11(2):65-66.
[15]
WANG Kui-hua,XIE Kang-he,ZENG Guo-xi.Analytical Solution to Vibration of Finite Length Pile Under Exciting Force and Its Application[J].Chinese Journal of Geotechnical Engineering,1997,19(6):27-35.
[16]
WANG Hai-dong,SHANG Shou-ping.Research on Vertical Dynamic Response of Single-pile in Radially Inhomogeneous Soil During the Passage of Rayleigh Waves[J].Journal of Vibration Engineering,2006,19(2):258-264.
WANG Kui-hua,YING Hong-wei.Vibration of Inhomogeneous Pile Embedded in Layered Soils with General Voigt Models[J].Acta Mechanica Solida Sinica,2003,24(3):293-303.
ZENG X,RAJAPAKSE R K N D.Dynamic Axial Load Transfer from Elastic Bar to Poroelastic Medium[J].Journal of Engineering Mechanics,1999,125(9):1048-1055.
[25]
MUKI R,STERNBERG E.Electrostatic Load-transfer to a Half-space from a Partially Embedded Axially Loaded Rod[J].International Journal of Solids and Structures,1970,6(1):69-90.
[26]
MILITANO G,RAJAPAKSE R K N D.Dynamic Response of a Pile in a Multi-layered Soil to Transient Torsional and Axial Loading[J].Geotechnique,1999,49(1):91-109.
[27]
CAI Y Q,CHEN G,XU C J,et al.Torsional Response of Pile Embedded in a Poroelastic Medium[J].Soil Dynamics and Earthquake Engineering,2006,26(12):1143-1148.
[28]
彭吉五.考虑基岩埋置深度影响时单桩沉降特性研究[D].杭州:浙江大学,2007.
[29]
PENG Ji-wu.Research on the Settlement of Single Pile Considering the Effect of Embedded Depth for Bedrock[D].Hangzhou:Zhejiang University,2007.
