1.
Abstract: Bucket foundations platform (BFP) is a new type platform in theworld, which can be widely used in exploitation of marginal oil/gasriel&.
文摘:桶形基础平台是世界上一种最新型平台，可广泛用于边际油田的开发。
2.
Bucket foundations platform (BFP) is a new type platform in the world, which can be widely used in exploitation of marginal oil/gas fields.
桶形基础平台是世界上一种最新型平台,可广泛用于边际油田的开发。
3.
The Research on Horizontal Bearing Capacity of Bucket Foundation;
桶形浅基础水平极限承载力分析研究
4.
Earth Pressure Study on the Bucket Foundation Under Horizontal Forces
桶形基础水平加载过程中的土压力研究
5.
A Study on Working Mechanism and Bearing Capacity Performance of Bucket Foundation in Soft Ground under Lateral Loads
水平荷载作用下软土地基中桶形基础工作机理及承载性能研究
6.
RESPONSES OF SUCTION BUCKET IN FINE SAND UNDER HORIZONTAL DYNAMIC LOADING
水平动载下粉土地基中桶形基础承载力离心机实验研究
7.
Cyclic accumulative deformation of bucket foundation on soft clay strata
软土地基桶形基础循环累积变形研究
8.
A Study on Bearing Capacity Behavior of Suction Bucket Foundation in Beach-Shallow Sea;
滩海吸力式桶形基础承载力特性研究
9.
Experimental study on the bucket foundation responses under vertical vibration load
垂向动载荷下桶形基础响应实验研究
10.
Study on Bearing Mechanism and Optimization Design of Bucket Foundation in Soft Clay;
软土地基中桶形基础的承载力研究和优化设计
11.
Experimental Study of the Vertical Cyclic Bearing Capacity of Bucket Foundations in Soft Clay;
软土地基桶形基础竖向循环承载力试验研究
12.
EXPERIMENTAL STUDY OF THE RESPONSES OF BUCKET FOUNDATIONS IN CALCAREOUS SAND UNDER VERTICAL DYNAMIC LOADING
钙质砂地基中桶形基础垂直动载响应实验研究
13.
Analysis of the Vertical Cyclic Bearing Capacity of Bucket Foundations in Soft Clays;
软粘土中桶形基础竖向循环承载力分析
14.
Three-Dimensional Elasto-Plastic FEM Analysis of Bearing Capacity of Bucket Foundation
桶形基础承载力的三维弹塑性有限元分析
15.
Studies of bearing capacity of bucket foundation against inclined loading
倾斜荷载作用下桶形基础承载力特性研究
16.
The Deformation Calculation Study of Bucket Foundations in Soft Clay under Cyclic Loads;
循环荷载作用下软粘土地基桶型基础变形的计算研究
17.
Sensitivity analysis of the effect of soil parameters on the vertical bearing capacity of bucket foundation
土性参数对桶形基础竖向地基承载力影响的敏感性分析
18.
An Analysis of Soil Soften of Bucket Foundation Caused by Seepage and It s Influence to Penetration Resistance;
渗流引起的桶形基础土体软化及其对沉贯阻力的影响分析