[1] OHKUBO T,ASADA S,KARUBE D. A study on the reinforcing effects of geogrids over laid on pile group for the embankment foundations[C]// Earth Reinforcement. Rotterdam:Balkema,1996:641–646.
[2] ZIMMELS Y,BOAS A. Construction of a pile-based offshore airport[J]. Ocean Engineering,2003,30(1):127–150.
[3] CARD G B,CARTER G R. Case history of a piled embankment in London¢s Docklands[J]. Geological Society,London,Engineering Geology Special Publications,1995,10(1):79–84.
[4] HAN J,AKINS K. Use of geogrid-reinforced and pile-supported earth structures[C]// Proceedings of Deep Foundation:an International Perspective on Theory,Design,Construction and Performance. Reston,Va.,USA:ASCE,2002:668–679.
[5] TAZOH T,GAZETAS G. Pile foundations subjected to large ground deformations:lessons from kobe and research needs[C]// Proceedings of 11th World Conference on Earthquake Engineering. [S.l.]:[s. n.],1996:2 081–2 088.
[6] OGURA S,KISHIDA Y. Application of the pile toe test to cast-in- place and precast piles[J]. Foundation Drilling,1996,35(1):23–29.
[7] OSTERBERG J O. The Osterberg load test method for bored and driven piles:the first ten years[C]// Proceedings of the 7th International Conference and Exhibition on Piling and Deep Foundations. Vienna,Austria:Deep Foundations Institute,1998:1–28.
[8] 王晓伟. PHC 桩单桩竖向承载力可靠度研究[硕士学位论文][D]. 南京:南京航空航天大学,2007.(WANG Xiaowei. Reliability research of PHC bearing capacity of single pile[M. S. Thesis][D]. Nanjing:Nanjing University of Aeronautics and Astronautics,2007. (in Chinese))
[9] 宗钟凌. 海淤地质条件下PHC管桩荷载传递机理研究[J]. 建筑科学,2011,27(7):23–24.(ZONG Zhongling. Study on load transfer mechanism of PHC piles under the sliting geological condition[J]. Building Science,2011,27(7):23–24.(in Chinese))
[10] 刘 江. PHC桩复合地基工作性状及优化设计[硕士学位论文][D]. 东营:中国石油大学,2010.(LIU Jiang. Behavior of PHC pile composite foundation and optimization method research[M. S. Thesis][D]. Dongying:China University of Petroleum,2010.(in Chinese))
[11] 程 岩. PHC桩桩网结构处理深层软土地基的设计参数及施工工艺研究[硕士学位论文][D]. 上海:同济大学,2007.(CHENG Yan. Design parameters and construction technology research of PHC pile network structure to deal with deep soft ground[M. S. Thesis][D]. Shanghai:Tongji University,2007.(in Chinese))
[12] 张 震,雷 瑜. 高速铁路路基施工中PHC桩沉桩挤土效应[C]//中国交通建设集团有限公司第一届科技大会论文集. 北京:[s. n.],2009:567–573.(ZHANG Zhen,LEI Yu. Research on soil squeezing effect of pile sinking of PHC pile for subgrade of high-speed railway[C]// Proceedings of the first Conference of Science and Technology of China Communications Construction Group Co.,Ltd. Beijing:[s. n.],2009:567–573.(in Chinese))
[13] 中华人民共和国行业标准编写组. JGJ 106—2003建筑基桩检测技术规范[S]. 北京:中国建筑工业出版社,2003.(The Professional Standards Compilation Group of the People′s Republic of China . JGJ 106—2003 Technical code for testing of building foundation piles[S]. Beijing:China Buiding Industry Press,2003.(in Chinese))