WISSMANN K J,FOX N S,MARTIN J P.Rammed Aggregate Piers Defeat 75-foot Long Driven Piles[C]//LUTENEGGER A J,DEGROOT D J.Proceedings of the ASCE Geo-institute Specialty Conference on Performance Confirmation of Constructed Geotechnical Facilities.Amherst:ASCE,2000:198-210.
[4]
YI Wei-jian,YANG Sui-xin.Soil-structure Dynamic Interaction Based on Soft Soil Foundation[J].Journal of Architecture and Civil Engineering,2005,22(2):61-65.
[5]
CHEN Hui,LEI Sheng-you.Influential Factors of Compaction Test of Soil[J].Journal of Architecture and Civil Engineering,2005,22(2):69-71.
[6]
PHAM H T V,WHITE D J.Support Mechanisms of Rammed Aggregate Piers Ⅱ:Numerical Analyses[J].Journal of Geotechnical and Geoenvironmental Engin-eering,2007,133(12):1512-1521.
ROSCOE K H,BURLAND J B.On the Generalized Stress-strain Behavior of Wet Clay[C]//HEYMAN J,LECKIE F.Engineering Plasticity.Cambridge:Cambridge University Press,1968:535-609.
[11]
ZHANG Jian-li.Application of Ram-compaction Gravel Piles in Foundation Treatment for Coastal Expressways[J].Technology of Highway and Transport,2007(2): 8-10.
[12]
ZHAO Ming-hua,ZENG Zhao-yu,LIU Xiao-ming,et al.Reliability of Pile Foundation Under Vertical and Lateral Loads[J].Journal of Architecture and Civil Engineering,2005,22(2):57-60.
PHAM H T V.Support Mechanism of Rammed Aggregate Piers[D].Ames:Iowa State University,2005.
[16]
GOUGHNOUR R R,BAYUK A A.A Field Study of Long-term Settlements of Loads Supported by Stone Columns in Soft Ground[C]//ICSRR.Proc.Int.Conf. on Soil Reinforcement: Reinforced Earth and Other Techniques.Paris:ICSRR,1979:279-286.
[17]
Compilation Committee for Handbook of Pile Engin-eering.Handbook of Pile Engineering[M].Beijing:China Architecture & Building Press,1995.
[18]
LIAO Li-ping,WANG Qi-zhi.Deformation Property of Circular Pile and Square Pile in Pile Group Composite Foundation Under Horizontal Load in Multi-layered Soil[J].Journal of Architecture and Civil Engineering,2008,25(3):115-121.
[19]
LIU Jie,HE Jie.Interaction of Flexible Pile-soil-cushion in Multi-element Composite Foundation[J].Journal of Architecture and Civil Engineering,2008,25(4):36-41.