垂向动载荷下桶形基础响应实验研究
Experimental study on the bucket foundation responses under vertical vibration load
查看参考文献27篇
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文摘
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对垂向动载荷作用下吸力式桶形基础(简称桶基)响应进行离心机实验模拟.结果表明,在垂向动载荷作用下,当载荷幅值超过一定值时,桶基周围砂土软化甚至液化,发生明显的沉降.桶基周围土体的沉降随着载荷幅值的增加而增加.由于液化区的滤波和对动载的衰减作用,发生沉降的范围有限,离桶壁约一倍桶高距离.超孔隙水压从桶基边沿水平向逐渐衰减,从土面开始往下逐渐衰减到零.桶基周围砂土完全液化的厚度随载荷幅值的增加而增加,最大值约为桶高的40%. |
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其他语种文摘
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The dynamic responses of suction bucket foundations under vertical vibration are experimentally studied.The results show that the sand layer surrounding the bucket foundation softens or even liquefies under vertical dynamic load. Obvious settlement of sand layer occurs when the load amplitude is over a critical value.With the increase of load amplitude,the settlement of sand layer increases,but the affected area which has obvious deformation is limited(about one time of the bucket′s height) because of the filtering and decaying effects of the liquefaction area on the vibration.The excess pore pressure decreases in horizontal direction from the side wall and in vertical direction from the surface of sand layer.The complete liquefaction thickness of the sand layer increases with the increase of load amplitude whose maximum is about 40% of the bucket′s heigth. |
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来源
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海洋工程
,2009,27(3):45-53 【扩展库】
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关键词
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饱和砂土
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离心机实验
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沉降
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垂向动载荷
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液化
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桶形基础
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地址
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1.
中国科学院,力学研究所, 北京, 100080
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清华大学,水利系, 北京, 100080
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中国海洋石油总公司,研究中心, 北京, 100027
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语种
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中文 |
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文献类型
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研究性论文 |
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ISSN
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1005-9865 |
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学科
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石油、天然气工业 |
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基金
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中国科学院、中海油联合重大资助项目
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中国科学院知识创新工程重要方向项目
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文献收藏号
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CSCD:3687416
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参考文献 共
27
共2页
|
|
1.
Clukey E C. The response of suction caissons in normally consolidated clays to cyclic TLP loading conditions.
Proc.Offshore Tech.Conf,1995:909-918
|
被引
1
次
|
|
|
|
|
2.
Allersma HGB. Simulation of suction pile installation in sand in a geocentrifuge.
7th Int.Offshore and Polar Engrg.Conf.(ISOPE97),1997:761-765
|
被引
1
次
|
|
|
|
|
3.
Allersma HGB. Centrifuge modeling on suction piles under cyclic and long term vertical loading.
Proc.10th Int.Offshore and Polar Engrg.Conf.,Seattle:Int.Society of offshore and polar engineers,2000
|
被引
1
次
|
|
|
|
|
4.
Housby G T. Suction caisson foundations for offshore wind turbines and anemometer masts.
Wind Engineering,2000,24(4):249-255
|
被引
3
次
|
|
|
|
|
5.
Byrne B W. Suction caisson foundations for offshore wind turbines.
Wind Engineering,2002,26(3):145-155
|
被引
23
次
|
|
|
|
|
6.
Byrne B W. Experimental investigations of the responses of suction caissons to transient combined loading.
ASCE J.Geotech.and Geoenviron.Engrg,2004,130(3):240-253
|
被引
19
次
|
|
|
|
|
7.
Andersen K H. Foundation design of skirted foundations and anchors in clay.
Proc.Offshore Tech.Conf,1999:1-10
|
被引
1
次
|
|
|
|
|
8.
Housby G T. A thermomechanical frame-work for constitutive models for rate-independent dissipative materials.
International Journal of Plasticity,2000,16(9):1017-1047
|
被引
43
次
|
|
|
|
|
9.
Senpere D. Suction anchor piles-a proven alternative to driving or drilling.
Proc.Offshore Tech.Conf,1982:483-493
|
被引
2
次
|
|
|
|
|
10.
Aas P M. Skirted foundation for offshore structure.
9th Offshore South East Asia Conf.,Singapore:World Trade Center Singapore,1992:1-7
|
被引
1
次
|
|
|
|
|
11.
Dyme W. Drained behavior of suction caisson on very dense sand.
Proc.Offshore Tech.Conf,1998:765-782
|
被引
2
次
|
|
|
|
|
12.
Tjelta T L. The skirt piled gullfaks c platform installation.
Proc.Offshore Tech.Conf,1990:453-462
|
被引
2
次
|
|
|
|
|
13.
Bye A. Geotechnical design of bucket foundation.
Proc.Offshore Tech.Conf,1995:869-883
|
被引
2
次
|
|
|
|
|
14.
Tjelta T I. Large-scale penetration test at a deepwater site.
Proc.Offshore Technology Conference,1986:201-212
|
被引
1
次
|
|
|
|
|
15.
Clukey E C. Suction caisson design issues.
Int.Conf.Geotech.,Geological and Geophysical Properties of Deepwater Sediments,2001:163-181
|
被引
1
次
|
|
|
|
|
16.
Cassidy M J. A comparison of the combined load behavior of spudcan and caisson foundations on soft normally consolidated clay.
GEOTECHNIQUE,2004,54(2):91-106
|
被引
14
次
|
|
|
|
|
17.
Lu Xiaobing. Centrifugal experimental study of suction bucket foundations under dynamic loading.
ACTA Mech.Sinica,2007,23:689-698
|
被引
2
次
|
|
|
|
|
18.
Wang Yihua. The responses of the bucket foundation under horizontal dynamic loading.
Ocean Engineering,2006,33:964-973
|
被引
8
次
|
|
|
|
|
19.
Fugsang L D. Breakout resistance of suction piles in clay.
Proc.of the International Conf.Centrifuge 91,1991:153-159
|
被引
1
次
|
|
|
|
|
20.
Jones W C. Axial capacity of suction piles in sand.
Proc.7th Int.Conf.On the Behavior of Offshore Strucutres,1994:63-75
|
被引
1
次
|
|
|
|
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