Citation: | Zhou Jian, Wang Qiangqiang, Guo Jianjun. CENTRIFUGE TEST ON PENETRATION OF PILE TIP[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 75-78. doi: 10.13204/j.gyjz201208016 |
宰金珉.塑性支承桩卸荷减沉桩的概念及其工程应用[J].岩土工程学报,2001,23(3):273-278.
|
[2] 王浩,周健,邓志辉.砂土中桩端阻力随位移发挥的内在机制研究[J].岩土工程学报,2006,28(5):587-593.
|
[3] 王浩,周健,邓志辉.桩-土-承台共同作用的模型试验研究[J].岩土工程学报,2006,28(10):1253-1258.
|
[4] 叶建忠,周健,韩冰.基于离散元理论的静压沉桩过程颗粒流数值模拟[J].岩石力学与工程学报,2007,26(S1):3058-3064.
|
[5] 叶建忠,周健,韩冰.考虑不同成桩方式单桩特性的颗粒流数值模拟[J].岩土工程学报,2007,29(6):894-900.
|
[6] Guerrero S L,Vallejo L E.Influence of Pile Shape and PileInteraction on the Crushable Behavior of Granular MaterialsAround Driven Piles:DEM Analyses[J].Granular Matter,2007,9(3/4):241-250.
|
[7] Craig W H.Simulation of Foundations for Offshore StructuresUsing Centrifuge Modeling[G]∥Developments in Soil Mechanicsand Foundation.Engineering-Model Studies.London:AppliedScience Publishers Ltd,1983:1-27.
|
[8] Ovesen N K.The Use of Physical Models in Design:the ScalingLaw Relationship[C]∥Proceedings of the 7th EuropeanConference on Soil Mechanics and Foundation Engineering.Brighton,England:1979,4:318-323.
|
[9] 贺炜.竖向荷载下基桩承载性状的理论与试验研究[D].长沙:湖南大学,2007.
|
[10] Jenck O,Dias D,Kastner R.Two-Dimensional Physical andNumerical Modeling of a Pile-Supported Earth Platform over SoftSoil[J].Journal of Geotechnical and GeoenvironmentalEngineering,2007,133(3):295-305.
|