考虑循环荷载反复作用的抗拔桩设计被引量：2

Study on tension piles design under cyclic loading

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摘要文章以张拉索膜结构的抗拔桩基础为对象,综合了以往研究承受循环荷载的桩基础工作性能的成果,阐明了最主要的循环荷载效应及影响机理,并总结了土样、模型桩和实际工程桩承受循环荷载时的临界荷载水平,提出基于荷载控制水平的安全系数法来进行考虑循环荷载效应的抗拔桩基础设计。

作者程波王唯华丁佩民

机构地区丽水市规划建筑设计院丽水市莲都交通设计室浙江大学建筑设计院

出处《工程建设与档案》 2005年第3期200-203,共4页

关键词荷载循环反复基础工作影响机理基础设计桩基础膜结构系数法效应水平工程

参考文献10

1BergdahlU,HultG.loadtestsonfrictionpilesinclay[].Pro thIntConfOnSoilMechandFounEngg.1981
2.
3GroshIJ,,ReeseLC.Fieldtestsofsmall pilesegmentsinasoftclay depositunderrepeatedaxialloading[].ProthAnnualOffshore TechnologyConference.1980
4MatlockH,HolmquistDV.Amodelstudyofaxiallyloadedpiles insoftclay[].ReporttotheAPITheUniversityofTexasAus tin.1976
5GallegherKA,StJohnHD.Fieldscalemodelstudiesofpilesas anchoragesforbuoyantplatforms[].EuropeanOff shorePetroleumConferenceandExhibition.1980
6McAnoyRPL.Cyclictensiletestingofapileinglacialtill[].Pro ceedingsRecentDevelopmentsintheDesignandConstructionof OffshoreStructuresConference.1982
7Bea R G.P ile capacity for axial cyclic loading[].Journal of Geotechnical Engineering.1992
8PoulosH G.Cyclic atability diagram for axially loaded p iles[].Journal of Geotechnical Engineering.1988
9McManus K J,Kulhawy F D.Cyclic axial loading of drained shafts in cohesive soil[].Journal of Geotechnical Engineering.1994
10A l-Douri R H,PoulosH G.Predicted and observed cyclic performance of p iles in calcareous sand[].Journal of Geotechnical Engineering.1995

1杨龙才,郭庆海,周顺华,王炳龙,高强.高速铁路桥桩在轴向循环荷载长期作用下的承载和变形特性试验研究[J].岩石力学与工程学报,2005,24(13):2362-2368. 被引量：36
2DAS B M, JONES A D. Uplift capacity of rectangular foundations in sand[J]. Transportation Research Record, 1982, 884: 54--58.
3TAGAYA K, SCOTT R F, ABOSHI H P. Resistance of buried anchor in sand[J]. Soils and Foundations, 1988, 28(3): 114--130.
4STEWART W. Uplift capacity of circular plate anchors in layered soil[J]. Canadian Geoteehnieal Journal, 1985, 22: 589--592.
5DICKIN E A, LEUNG C F. Performance of piles with enlarged bases subject to uplift forces[J]. Canadian Geotechnical Journal, 1990, 27: 546--556.
6DICKIN E A, LEUNG C F. The influence of foundation geometry on the uplift behaviour of piles with enlarged bases in sand[J]. Canadian Geoteehnieal Journal, 1992, 29(3): 498--505.
7NEELY W J. Bearing capacity of auger-cast piles in sand[J]. J. Geotech. Engrg., ASCE, 1991, 117(2): 567-- 571.
8GROSH I J, REESE L C. Field tests of small-pile segments in a soft clay deposit under repeated axial loading[C]//Pro. 12th Annual Offshore Technology Conference. Houston: [s.n.], 1980,.
9POULOS H G. Cyclic stability diagram for axially loaded piles[J]. J. Geateeh. Engrg., ASCE, 1988, 114(8): 877 --895.
10POULOS H G. Cyclic axial loading analysis of piles in sand[J]. J. Geoteeh. Engrg., ASCE, 1989, 115(6): 836-- 854.

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工程建设与档案

2005年第3期

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