1) model bucket foundation
模型桶基
1.
By comparing the penetration velocity, suction pressure, seepage gradient produced in surface soil and soil plug percentage ratio obtained from the suction-penetration experiment in silt using 7 model bucket foundations with different materials and dimensions, the result reveals that the scale effect of bucket foundations is obvious.
通过对7个不同材料及大小的模型桶基在粉土中的负压沉贯实验过程中的沉贯速度、沉贯负压、桶内表层土中产生的渗流梯度和桶内土塞率的大小的比较,揭示了比尺不同的桶基对贯入过程的影响,为桶基设计和施工提供依据。
2.
Through utilizing the experimental means, as designing model bucket foundation and suction penetration operation process,making up silty sand soil,installing sensor for pore water pressure,and from the direction of the disruptive soil body,the variational relations among .
该设计通过配土、设计模型桶基和负压沉贯的操作过程、设置孔压传感器等实验手段 ,努力从土体破坏的角度 ,寻求负压沉贯过程中沉贯负压、沉贯阻力及孔隙水压力之间的变化关系和确定桶基的上拔力。
2) watering bucket model
水桶模型
3) leaky bucket
漏桶模型
1.
The leaky bucket scheme with two thresholds of data buffer is adopted, in which the token generation interval changes with the buffer occupancy.
基于双门限漏桶模型,将上、下门限间的状态分离开,采用生灭过程求出了ATM网中各主要性能参数并进行分析,模拟计算结果表明,这种模型比固定漏率漏桶模型有更好的的服务质量。
4) Bucket foundation
桶型基础
1.
Analysis of the interaction between the bucket foundation structure and the soil on the basis of time domain;
基于时域的桶型基础海洋平台结构—土壤相互作用分析
2.
A linear coupling analysis of infinite element, finite element and contact element of the interaction between bucket foundation and groundsill;
桶型基础结构与土壤相互作用的有限元无限元接触元耦合线性分析
3.
Model tests on horizontal cyclic bearing capacity of bucket foundations in soft clays;
软土中桶型基础水平循环承载力的模型试验
5) safety cask model
安全木桶模型
1.
By referring to traditional cask theories,a new safety cask model is explored by using the concepts of safety entropy in dissipative structure theory.
借鉴传统木桶理论,利用耗散结构理论中安全熵的有关概念,探索性地建立安全木桶模型,分析了安全木桶的组成部件和功能效用。
6) Leaky-Bucket Traffic Model
漏桶控制模型
补充资料:直桶桶
1.直而中空。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条