基本释义:

形基辨别

网络释义

1)figure ground discrimination,形基辨别

2)figureground discrimination,形基辨别

3)figure ground,形基

4)figureground,形基

5)bucket foundation,桶形基础

6)strip footing,条形基础

7)circular foundation base,圆形基底

8)strip foundation,条形基础

9)raft foundation,筏形基础

10)circular foundation pit,圆形基坑

用法和例句

Failure envelopes of bucket foundation subjected to combined loads;

复合加载模式下桶形基础破坏包络面特性研究(英文)

Failure mechanism and ultimate bearing capacity of bucket foundation in shallow water;

滩海桶形基础破坏机制及极限承载力分析研究

Numerical analysis of cyclic bearing capacity of bucket foundation under combined loading mode;

复合加载下桶形基础循环承载性能数值分析

Finite element analysis of ultimate bearing capacity of strip footing above Karst cave;

溶洞上方条形基础地基极限承载力有限元分析

Based on the effective width of strip footing and the plastic limit analysis theory,a variable static stress field and a lower bound solution of strip footing under combined loading were presented.

为了求解复合加载模式下条形基础的极限承载力,本文在塑性极限分析理论与Meyerhof"等效宽度"概念的基础上,构造了可变的静力许可应力场,推导了复合加载模式下条形基础承载力的下限解,给出了简易的承载力计算公式。

Nonlinear settlement characteristics of strip footing on two-layer foundation with firm bearing stratum and soft sublayer were analyzed using their parameters of CTM;and the design method of controlling settlement of strip footing on two-layer foundation was discussed.

以秦皇岛地区地基条件为例,根据当地软土及砂土的载荷试验结果确定出各自的修正切线模量方程,然后按修正切线模量沉降计算法分析了上硬下软双层地基中条形基础的非线性沉降特性,最后对双层地基中条形基础的沉降变形控制设计方法进行了探讨。

Determination of seismic bearing capacity of strip foundation based on the unified strength theory;

地震荷载作用下条形基础地基动承载力统一强度理论解

Stability catastrophe analysis of strip foundation considering lateral force and moment effect;

条形基础在水平力及弯矩作用下的稳定性突变分析

Discussion on width adjustment of strip foundation in masonry structure;

砌体结构条形基础宽度调整的探讨

Discussion on design method of raft foundation;

筏形基础设计方法的探讨

Combined with one practical project in which the CFG pile composite ground was adopted,the design method of CFG pile composite ground of column-raft foundation is elaborated with the foundation rigidity and load distribution considered in order to make safe,economical and rational ground and foundation plan.

结合某工程CFG桩复合地基设计的工程实例,阐述了柱下筏形基础考虑基础刚度及荷载分布情况下的刚性桩复合地基设计方法,以期在保证建筑物安全的情况下制定经济合理的地基基础方案,可供设计人员参考。

The design and calculation of raft foundation,the topic of whether to remain the permannent building separation for settlement between mair buildings and podiums,the piling design,and calculation for base settlement are introduced.

依据上海地基基础设计规范(DGJ08—11—1999)和《高层建筑混凝土结构技术规程》(JGJ3—2002),结合多年的工程经验,详细阐述了在上海地区进行高层建筑基础设计时结构方案的选择,筏形基础设计与计算,主楼与裙房间是否要设永久沉降缝,桩基础的设计,以及基础沉降计算等常见问题。

Based on the actual monitoring results of the diaphragm wall support structure in circular foundation pit,authors analyze the change law of the diaphragm wall response.

结合圆形基坑支护结构监测的实测资料,对基坑开挖过程中地下连续墙的侧向位移、墙顶水平位移、墙体垂直沉降、孔隙水压力、土压力及墙体内力等的变化规律进行了分析。