The bucket foundation is a new sort of ocean foundation form.
桶型基础是一种新型的海洋基础结构型式。
Bucket foundation is a new type of foundation structure in ocean engineering.
桶型基础是一种新型的海洋基础结构型式。
The cyclic bearing capacity of a single bucket foundation was then evaluated using it.
利用这一方法分析了软土地基上单桶基础的循环承载力。
The interaction between soil mass and bucket foundation under horizontal loads is analyzed.
本文从理论上分析了横向载荷作用下土体与桶形基础的相互作用。
Both jackup drilling rig and bucket foundation platform belong to shallow foundation structures.
自升式钻井船和筒型基础平台都属于浅基础结构物。
Both jackup drilling rig and bucket foundation platform belong to shallow foundation structures.
自升式钻井船和筒型基础都属于浅基础结构物。
The mechanism of pullout bearing capacity of bucket foundation is analyzed based on the experimental results.
根据试验结果分析了桶形基础抗拔承载力的作用机理。
Bucket foundation platform is an up to date platform used in the exploitation of mergence oil fields in the word.
桶形基础平台是世界上用于开发边际油田的一种最新型平台。
As a new type of foundation, the study of the pile-bucket foundation is at the stage of experimentation at present.
桩-桶基础作为一种新型基础，目前还处于试验研究阶段。
The feasibility of application of bucket foundation in offshore platform is also studied and presented in this paper.
负压大小对桶形基础沉深、沉速的影响，以及桶形基础在海上应用的可行性。
In the diving process under the suction, there is an interaction between the bucket foundation structure and groundsill.
在负压作用下的下沉过程中，桶型基础结构与地基产生了相互作用。
Simulation of influence of biggish pile shoe pulling out on foundation of bucket foundation platform with finite element program;
在完成钻井作业后，桩靴较大的自升式钻井船在拔桩中会对筒型基础平台的地基产生一定的影响。
The pile-bucket foundation was the combination of advantage of pile foundation with that of bucket foundation in ocean engineering.
桩桶基础是桩和桶的结合，结合了桩基础、桶基础在海洋工程中体现的各自优势。
Being a new offshore platform foundation, bucket foundation has a widely application prospect in developing paralic marginal oil field.
桶形基础作为一种新型的海洋平台基础，在近海边际油田的开发中有着广阔的应用前景。
The whole finite element model of the bucket foundation platform is directly created here, and the result is more close to the reality.
本课的提出克服了传统的单独研究筒型基础筒体的不足，直接建立筒型基础平台整体的模型，计算结果更接近于实际。
A theoretical method is developed to analyze the static stability of air floated bucket foundation structures with small rolling angles.
建立了结构气浮静稳性分析的理论方法。导出了非对称多体气浮结构的初稳性高度的计算式。
In this text, the safety of bucket foundation in process of operation as an offshore platform or as a simple foundation is mainly discussed.
本文主要研究的是作为海洋平台及海上简易结构基础的筒型基础在使用过程中的安全性。
Because of the special bucket foundation con structure, it is difficult to measure the bucket foundation installation error by using transit.
根据桶形基础的特殊形式，采用普通经纬仪对桶基安装误差进行测量是比较困难的。
The dynamic performance and stability of the offshore platform with bucket foundation vary with the underwater depth on raising and lowering.
桶形基础平台在下沉和上浮的过程中，动态性能以及稳定性都会随吃水深度的不同而发生变化。
Numerical simulation of finite element method for pile-bucket foundation under uplifting load were conducted by making use of ANSYS software.
通过使用ANSYS软件，对桩-桶基础上拔试验进行有限元数值模拟。
The interaction between the soil mass and bucket foundation during the sinking process of a single bucket driven by negative pressure is analyzed.
从理论上分析了单桶负压下沉过程中土体与桶形基础的相互作用。
From the research actuality of pile to the bucket foundation's, then the pile-bucket foundation structure concept and the correlated research is educed.
从桩基础的研究现状引入桶形基础的研究现状，进而引出桩-桶基础的结构概念及相关研究。
Taking a bucket foundation as an example, the cyclically accumulated deformation of soft soils under the action of cyclic loads in calculated and analyzed.
以桶形基础为例，对循环荷载作用下软粘土地基的累积变形进行了计算、分析。
Based on the theory of solid geometry, a survey method to measure the bucket foundation installation error and ensure the installation precision is presented.
提出了根据空间立体几何原理对桶形基础平台进行桶基安装误差测量并保证安装精度的方法。
The constitutive relationship of bucket foundation was analyzed by the principle of J2 flow theory and isotropic based on a deformable distinct element method.
利用J 2流动理论各向同性硬化原理，结合离散元方法，建立筒型基础土体本构关系。
And the range of cyclic loads that single bucket foundation can be subjected has been determined under certain static loads for 1000 number of cycles to failure.
并且，以1000次循环振次为例，给出一定静荷载作用下，软土地基上单桶基础可以承受的最大循环荷载的范围。
After drilling, the jackup drilling rig with biggish pile shoes will produce a certain influence on foundation of bucket foundation platform during pile extracting.
在完成钻井作业后，桩靴较大的自升式钻井船在拔桩中会对筒型基础平台的地基产生一定的影响。
The response of the suction bucket foundation subjected to combined loads is therefore of significant importance for the design and construction of offshore foundation.
研究复合加载模式下桶形基础的承载力特性，并进而依此评价海洋平台基础及地基的稳定性是桶形基础设计与施工中的关键问题。
However, a lot of soft clay distribute in paralic shallow shoal, there are few research works of evaluating cyclic capacity of bucket foundation on soft clay to reference until now.
而近海浅滩地区分布着大量的软粘土，如何评价软土地基上桶形基础的循环承载力，尚没有很好的借鉴。
The bucket foundation suction penetration technique is different from the pile driving technique, and the characteristics of penetration resistance is greatly influenced by the seabed character.
桶形基础采用负压沉贯法施工，与压桩、打桩等施工方法显著不同，且阻力特性受地基性质影响很大。
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