DAVIDSON R R.New Deep Foundations Cut Costs[J].Civil Engineering,1987,57(12):54-56.
[2]
DICLELI M,ALBHAISI S M.Effect of Cyclic Thermal Loading on the Performance of Steel H-piles in Integral Bridges with Stub-abutments[J].Journal of Constructional Steel Research,2004,60(2):161-182.
[3]
LU Jian-hua,LU Xiao-man.Field Test and Study of Y-shaped Pile,an Unusual Type of Driven Cast-in-situ Concrete Pile[J].Journal of Zhejiang Water Conservancy and Hydropower College,2002,14(4):40-42.
[4]
WANG Xin-quan,CHEN Yong-hui,LIU Han-long.In-situ Study on Load Transfer Mechanism of Y-shaped Vibro-pile[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(3):615-623.
[5]
LIU Han-long.Cast-in-situ X-shaped Reinforced Concrete Pile Construction Method:China,CN101021070[P].2007-08-22.
[6]
LIU Han-long,LIU Zhi-ping,WANG Xin-quan.Study on the Geometric Characteristics of the Cast-in-place X-type Vibro-pile Section[J].China Railway Science,2009,30(1):17-23.
[7]
LIU Han-long,YONG Jun,DING Xuan-ming,et al.Study on Load Transfer Mechanism of Cast-in-place X-shaped Piles[J].Journal of Disaster Prevention and Mitigation Engineering,2009,29(3):267-271.
[8]
WANG Zhi-qiang.Study on the Vertical Bearing Characteristics of Cast-in-place X-section Concrete Pile[D].Nanjing:Hohai University,2009.
[9]
YUAN Ji.Research on Full-scale Model Test for the Behavior of X-section Pile Under Lateral Load[D].Nanjing:Hohai University,2009.
LIU Han-long,TAN Hui-ming,PENG Jie,et al.Development of Large Scale Pile Foundation Model Test System[J].Chinese Journal of Geotechnical Engineering,2009,31(3):452-457.
[12]
JGJ 94—2008,Technical Code for Building Pile Foundations[S].
[13]
LEE J,KIM Y,JEONG S.Three-dimensional Analysis of Bearing Behavior of Piled Raft on Soft Clay[J].Computers and Geotechnics,2010,37(1/2):103-114.
[14]
王遇国,梅志荣,张季超.单桩承载性状试验研究[J].岩土工程学报,2010,32(1):7-11.
[15]
林天健.现代异形桩及其力学特点的理论评述[J].力学与实践,1998,20(5):1-11.
[16]
WEI J,EL NAGGAR H M.Experimental Study of Axial Behaviour of Tapered Piles[J].Canadian Geotechnical Journal,1998,35(4):641-654.
OZDEN G,AKDAG C T.Lateral Load Response of Steel Fiber Reinforced Concrete Model Piles in Cohesionless Soil[J].Construction and Building Materials,2009,23(2):785-794.
[20]
WANG Yu-guo,MEI Zhi-rong,ZHANG Ji-chao.Experimental Researches on Bearing Characteristics of a Single Pile[J].Chinese Journal of Geotechnical En-gineering,2010,32(1):7-11.
[21]
LIN Tian-jian.Theoretical Discussion on Modern Special-form Piles and Their Mechanical Characteristics[J].Mechanics and Engineering,1998,20(5):1-11.
[22]
GHAZAVI M.Analysis of Kinematic Seismic Response of Tapered Piles[J].Geotechnical and Geo-logical Engineering,2007,25(1):37-44.
[23]
WU Xing-long,LI Guang-mao,WEI Zhang-he.Design and Analysis for the End-capacity of the Single DX Pile[J].Chinese Journal of Geotechnical Engineering,2000,22(5):581-585.
[24]
LI Bo-yang,WU Min.A New Screwed Filling Pile-Screwed Pile[J].Building Structure,2004,34(8):55-57.
[25]
DICLELI M,ENG P,ALBHAISI S M.Maximum Length of Integral Bridges Supported on Steel H-piles Driven in Sand[J].Engineering Structures,2003,25(12):1491-1504.