1) The selection of foundation
基础择型
1.
The selection of foundation types fir a bog market is disscussed in the paper,compered with another type,mat foundation cost is relatively low,the value of building is only 18-22mm.
介绍某大型公共建筑的基础择型,在本工程地质条件下,选用了筏基,节约造价,封顶沉降18～22mm,较为均匀。
2) bucket foundation
筒型基础
1.
Simulation of influence of biggish pile shoe pulling out on foundation of bucket foundation platform with finite element program;
利用有限元法模拟较大桩靴拔出对筒型基础平台地基的影响
2.
Analysis of clay soil softening in ice-induced vibration of bucket foundation platform;
筒型基础平台冰激振动下粘性土地基软化分析
3.
Dynamic physical parameter model of bucket foundation suction penetrqtion;
筒型基础负压沉贯的物性参数动态模型
3) 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
4) box foundation
箱型基础
1.
Based on a project of complex foundation containing deep weak underlying,some foundation treatment measures are analyzed and the measure of cooperative work between replacement cushion and box foundation is put forward.
针对某一含较深软弱下卧层复杂地基的工程实例,分析若干种地基处理措施,提出采用换土垫层与箱型基础协调工作的方案,确定了换填土的级配及施工要求,并介绍施工及质量检验过程。
2.
The current criterion doesn’t consider the effect of supporting structure in computing the box foundation settlement, which makes the error between academic settlement and practical settlement.
通过物理模拟、理论分析和数值模拟,研究箱基与支护结构结合、分离下,不同墙体材料、不同墙体厚度、不同插入深度比等工况下侧摩阻力对箱型基础沉降的影响,试验结果显示,摩擦力在箱基沉降中的作用很明显,它与墙体与土体之间的摩擦系数、墙体与土体的接触面积密切相关。
3.
Due to the temperature stress produced by hydration heat and the shrinkage of the concrete proper, the bulky concrete box foundation is liable to hazardous crack under inadequate design and construction.
文章对超长大体积混凝土箱型基础的混凝土裂缝机理和应力计算方法进行分析研究,选择与之受力接近的计算模型,进行无缝施工分块跳仓间距的计算分析,从理论上证实超长大体积混凝土箱型基础无缝施工的可行性,并指出了施工中应注意的事项。
5) foundation style selection
基础选型
1.
By analysing the foundation style selection of a small-tall building at soft subgrade foundation soils,this paper focuses on the application and selection principles of pile foundation & raft foundation.
通过工程实例分析了软土地基小高层建筑的基础选型,重点讨论桩基与筏基的应用及其选择原则。
6) selection of foundation
基础选型
1.
On selection of foundation in karst area and corresponding measures for construction of large diameter cast-in-place pile
浅谈岩溶地区的基础选型及大直径灌注桩施工中的应对措施
2.
Based on the physical,mechanical properties and ground calculated parameters,such as the bearing capacity,modulus of compression and modulus of deformation and so on,in different soil layers,the selection of foundation and supporting course is analyzed according to different height of buildings.
根据场地各土层的承载力、压缩模量和变形模量等物理力学性质计算参数,进行了不同高度的建筑物的基础选型和持力层选择的分析研究。
3.
From the analysis of data and engineering example of certain house subzone engineering in Xi\'an, proceed the selection of foundation of the building that enter into the main distortion of ground fracture.
本文比较了普通场地与地裂场地的工程地质区别,以及地裂缝上下盘的土体区别,通过资料分析和西安某住宅小区工程的工程实例对进入到地裂场地主变形区内的建筑物,进行了基础选型分析,得出了地裂场地的一般基础选型特点。
补充资料：经济基础(见经济基础与上层建筑)
经济基础(见经济基础与上层建筑)
economical basis
J ingji Jiehu经济基础与上层建筑。(eeonomiealbasis)见经济基础
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