| 舟山武港卸船码头人工基床-斜桩钢套筒稳定性计算 |
| |
| 引用本文： | 王海华,陈德春,齐尚珍.舟山武港卸船码头人工基床-斜桩钢套筒稳定性计算[J].江南大学学报(自然科学版),2014,13(4):463-468. |
| |
| 作者姓名： | 王海华 陈德春 齐尚珍 |
| |
| 作者单位： | 1. 河海大学港口海岸与近海工程学院,江苏南京,210098
2. 中诚国际海洋工程勘察设计有限公司,山东青岛,266000 |
| |
| 摘 要： | 基于浙江省舟山市武港卸船码头嵌岩灌注斜桩工程,采用Ansys有限元模拟D-P模型的钢套筒-人工基床结构,研究相同荷载条件下基床厚度、土体内摩擦角与钢套筒顶端位移之间的关系,分析得出波浪力、水流力作用时,斜桩钢套筒在人工基床位移约束下的位移变化规律,为大直径嵌岩斜桩人工基床-钢套筒稳桩应用提供参考。
|
| 关 键 词： | 嵌岩灌注桩 斜桩钢套筒 人工基床 D-P模型 |
Stability Calculation of the Artificial Bedding and Steel Sleeve of the Oblique Pile Based on Wugang Ship Unloading Dock Project in Zhoushan |
| |
| WANG Haihua,CHEN Dechun,QI Shangzhen.Stability Calculation of the Artificial Bedding and Steel Sleeve of the Oblique Pile Based on Wugang Ship Unloading Dock Project in Zhoushan[J].Journal of Southern Yangtze University:Natural Science Edition,2014,13(4):463-468. |
| |
| Authors: | WANG Haihua CHEN Dechun QI Shangzhen |
| |
| Institution: | WANG Haihua,CHEN Dechun,QI Shangzhen( 1.College of Harbour, Coastal and Offshore Engineering, Hohai University,Nanjing 210098, China; 2.China Integrity International Oceaneering Co.Ltd., Qingdao 266000, China;) |
| |
| Abstract: | Taking the project of the rock-embedded cast-in-place oblique piles in Wugang Ship Unloading Dock Project in Zhoushan,Zhejiang Province,as example,an ANSYS finite element model is used to simulate steel sleeve,on the basis of the D-P model.The interrelations among the heights of the artificial bedding,internal frictional angle and the tip displacement of steel sleeve with the same loading condition are discussed.By research and analysis the displacement changing-rule of the steel sleeve of oblique pile under loads from wave and hydrodynamic forces is indicated.These methods will provide reference for the application promotion of the artificial subgrade and large-diameter oblique cast-in-place pile embedded in rock. |
| |
| Keywords: | cast-in-place pile embedded in rock steel sleeve of oblique pile artificial bedding D-P model |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
