Davis T G, Sen R, Banerjee P K. Dynamic behaviour of pile groups in inhomogeneous soil[J]. J. Geotech. Engng. ASCE, 1985, 111(12):1365-1379.
[2]
Al-Douri R H,Poulos H G. Predicted and observed cyclic performance of piles in calcareous sand[J]. J. Geotech. Engng.ASCE, 1995,121(1):1-16.
[3]
黄 雨,叶为民,唐益群,等. 地震作用下桩竖向抗震承载力的退化效应[J]. 岩土力学.2001, 22(3):281-284. HUANG Yu,YE Weimin,TANG Yiqun,et al.Degradation effects of pile vertical seismic capacity during earthquakes[J].Rock and soil Mechanics,2001,22(3):281-284.(in Chinese)
[4]
GJBz20419.2-98 防护工程防常规武器结构设计规范[S].1998. GJBz20419.2-98 Structural Design Specifications to Resist Conventional Weapons for Protective Building Engineering[S].1998.(in Chinese)
[5]
约瑟夫?E?波勒斯著,基础工程分析与设计[M].童小东等译. 北京:中国建筑工业出版社, 2004. Bowles J E.Foundation analysis and design[M].Beijing:China Architecture & building Press,2004.(in Chinese)
[6]
JGJ94-2008建筑桩基技术规范[S].北京:中国建筑工业出版社, 2008. JGJ94-2008 Technical Code for Building Pile Foundations[S].Beijing:China Architecture & Building Press,2008.(in Chinese)
[7]
王后裕,等.某构筑物桩基动承载力及动力响应研究[R].北京:空军工程设计研究局, 2011. WANG Houyu,et al.Study on dynamic bearing capacity of pile foundation and structure-pile-soil dynamic interaction of certain structure under blast load[R].Beijing,Air Force Engineering Design & Research Bureau,2011.(in Chinese)