砂性土层中静压桩的荷载传递和承载力研究

张世民; 俞峰

doi:10.13204/j.gyjz200705016

砂性土层中静压桩的荷载传递和承载力研究

doi: 10.13204/j.gyjz200705016

张世民¹,
俞峰²

1.
1 浙江大学城市学院杭州 310024;
2.
2 浙江理工大学建筑工程学院杭州 310018

基金项目:

浙江大学城市学院教师基金资助项目(J52405062007)

详细信息

作者简介:
张世民男 1974年12月出生硕士副教授

中图分类号: TU473.11
计量
- 文章访问数: 81
- HTML全文浏览量: 7
- PDF下载量: 106
- 被引次数: 0
出版历程
- 收稿日期: 2006-04-16
- 刊出日期: 2007-05-20

LOAD TRANSFER AND BEARING CAPACITY OF PILES JACKED INTO SANDY DEPOSITS

Zhang Shimin¹,
Yu Feng²

1.
1 Zhejiang University City College Hangzhou 310024;
2.
2 College of Architecture &Engineering,Zhejiang Sci-Tech University Hangzhou 310018

摘要

摘要: 通过对某砂性土场地内一组H型钢长桩的原位试验,分别以2倍和2.5倍的单桩承载力设计值进行压桩,同时,以一根类似土层中的锤击桩作为对比试验,并沿桩身安装频振型应变计考察桩在载荷试验过程中的荷载传递性状。试验结果显示:静压桩的荷载传递性状表现为端承摩擦桩,而锤击桩的荷载传递性状则表现为摩擦端承桩。以最终贯入度收桩的锤击桩,其桩端深度大于以超载预压法收桩的静压桩。静压桩的极限承载力与其曾经历的最大压桩力紧密关联。当静压桩的最大压桩力达2.5倍的单桩承载力设计值时,虽然其桩端较锤击桩而言置于较浅并较软的土层上,但极限承载力并不小于锤击桩。原因在于,较高的压桩力可能降低了桩在高荷载条件下的蠕变沉降,从而增加了桩的极限承载能力。
- 静压桩 /
- 砂性土 /
- 载荷试验 /
- 荷载传递 /
- 承载力
Abstract: It is reported a series of tests on three long H-piles installed into sandy deposits.Two of the piles was installed by a 900t jacking machine in accordance with a pre-creep termination criterion.The other pile was installed by hydraulic hammer in accordance with the requirement of final sets.Vibrating wire strain gauges were installed along the piles to investigate the load-transfer characteristics during load tests.The test results show that the jacked piles behave as friction piles while the driven pile is much more end-bearing.The driven pile was founded on deeper and stiffer soil stratum than the jacked piles.However,its ultimate bearing capacity is not higher than the jacked pile that ever experienced jacking load as large as 2.5 times of the working load.The bearing capacities of the jacked piles are highly related to the level of jacking load applied during installation.The pre-creep termination criterion takes great effect on reducing the creep settlements of the jacked piles during load tests,hence increasing their bearing capacities.
- jacked pile /
- sandy soil /
- pile-load test /
- load transfer /
- bearing capacity

HTML全文

参考文献(12)

[2] BCP Committee.Field Tests on Piles in Sand.Soils Foundations,1971,11(2):29-49

Yu F.Behavior of Large Capacity Jacked Piles:[Ph.D.Thesis].Hong Kong:The University of Hong Kong,2004

[3] 史佩栋.实用桩基工程手册.北京:中国建筑工业出版社,1999

[4] 沈保汉.桩基础讲座系列之18:静压桩.建筑技术,2001,30(10):40-42

[5] Yu F,Chan S T,Yeung M R,et al.Behaviour of Jacked Pile in Hong Kong∥Proc.12th Pan-American Conf.Soil Mech.Geotech.Engrg.,Boston:2003

[6] Lee P K K,Tham L G,Chan S T,Recent Field Study on the Behaviour of Jacked Piles.The Structural Engineer,2004(10):19-22

[7] Yang J,Tham L G,Lee P K K,et al.Behaviour of Jacked and Driven Piles in Sandy Soil,Gotechnique,2006:56(4):245-259

[8] Yang J,Tham L G,Lee P K K,et al.Observed Performance of Long Steel H-Piles Jacked into Sandy Soils.J.Geotech.Geoenvir.Engrg.,ASCE,2006,132(1):24-35

[9] BS4:Past 1.H-Pile Products,1993

[10] GEO Pile Design and Construction.The Civil Engineering and Development Department of HKSARG,1996

[11] Ng C W W.Yau T L Y,Li J H M.et al.New Failure Load Criterion for Large Diameter Bored Piles in Weathered Geomaterials.J.Geotech.Geoenvir.Engrg.,ASCE,2001,127(6):488-498

[12] Li K S,Ho N C L,Tham L G,et al.Case Studies of Jacked Piling in Hong Kong.Research Report.Hong Kong:Centre for Research Professional Development and The University of Hong Kong,2003

施引文献

资源附件(0)

访问统计