预应力薄壁管桩群桩施工引起的超静孔隙水压力试验研究

余闯; 杜广印; 刘松玉

doi:10.13204/j.gyjz200908018

预应力薄壁管桩群桩施工引起的超静孔隙水压力试验研究

doi: 10.13204/j.gyjz200908018

1.
1. 温州大学建筑与土木工程学院,浙江温州 325005;
2.
2. 东南大学岩土工程研究所,南京 210096

基金项目:

浙江省钱江人才计划资助项目;住房和城乡建设部科技计划项目(2008-K2-11)

详细信息

作者简介:
余闯，男，1977年出生，讲师，博士。E-mailgeoyuchuang@hotmail.com

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- 被引次数: 2
出版历程
- 收稿日期: 2009-02-23
- 刊出日期: 2009-08-20

TESTS ON EXCESS PORE WATER PRESSURE INDUCED BY DRIVING GROUP PRESTRESSED TUBULAR CONCRETE PILES

1.
1. College of Architecture and Civil Engineering,Wenzhou University,Wenzhou 325005,China;
2.
2. Institute of Geotechnical Engineering,Southeast University,Nanjing 210096,China

摘要

摘要: 海相软土中预应力薄壁管桩采用锤击法施工会产生较大的超孔隙水压力。通过某工程实测表明：群桩施工引起的孔压在初期消散较快，其后逐渐缓慢；引起的最大孔压接近于80kPa。在群桩施工结束的1个多月后，桩间土超静孔隙水压力尚未能彻底消散，剩余的最大超静孔隙水压力还有10~20kPa。群桩的施工导致孔压的叠加，对孔隙水压力的大小产生显著的影响。因此，必须采取合理的施工工艺，来控制孔隙水压力并加快孔隙水压力的消散，以使群桩施工能顺利的进行。
- 超静孔隙水压力 /
- 预应力薄壁管桩 /
- 海相软土
Abstract: In marine soft ground,the prestressed tubular concrete pile(PTC Pile) driven by hammering method induces the increase in excess pore water pressure(EPWP).The following results are obtained by field test.The excess pore water pressure increases with time during pile installation and dissipates with time after installation.The maximum EPWP reaches as high as 80 kPa.The dissipation time of excess pore pressure varies with the time and the distance from the pile.As 1 month elapsed after installation,the residual EPWP remains still with the value in the range of 10 to 20 kPa.The accumulations of EPWP in group piles driving cause the high level stress in the ground.Therefore,the rational measures for controlling the excess pore water pressure pile installation should be taken during installation of group piles.
- excess pore water pressure /
- PTC piles /
- marine soft soil

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参考文献(7)

阮起楠.预应力混凝土管桩[M].北京:中国建材工业出版社,1999;

[2] 史佩栋.实用桩基工程手册[M].北京:中国建筑工业出版社,1999;

[3] 曾应斌,铁天石.预制桩的设计与施工[M].北京:中国铁道出版社,1986;

[4] Randloph M F,Cater J P,Wroth C P.Driven Pile in Clay-the Effects ofin Stallation and Subsequent Consolidation[J].Geotechnique,1979,129(4):361-393;

[5] Pestana J M,Christopher E,Hunt A M,et al.Soil Deformation andExcess Pore Pressure Field Around a Closed-Ended Pile[J].Journal ofGeotechnical and Geoenvironmental Engineering,2002,128(1):1-12;

[6] 唐世栋,何连声,傅纵.软土地基中单桩施工引起的超孔隙水压力[J].岩土力学,2002,23(6):725-729,732;

[7] 余闯,刘松玉,杜广印.预应力薄壁管桩在公路软基处理中应用的试验研究[J].工程勘察,2008,233(12):1-3.

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