1) rectangular foundation
矩形基础
1.
This paper presents a computing method for fast calculating rectangular foundations with weak underlying stratum.
给出了具有软弱下卧层矩形基础的一种快速计算方法，推导出计算公式，编制了相应的计算程序，用该程序可快速计算出既经济又安全的基底尺寸。
2.
Basing upon the previously indicated pressure design date of bed-plate of a two-way eccentricly compressed rectangular foundation along with its actual condition;and without any help of table and diagram,this direct culculation method can tell its bed-plate dimension instantly.
采用直接计算法可根据预先指定的偏心受压矩形基础的底面压力设计值和已知条件 ,不查任何图表可一次计算出偏心受压矩形基础的底面尺寸。
3.
Approximate formulas for horizontal, vertical, rocking and torsion impedance functionsof rigid rectangular foundations on the surface of elastic half-space are developed in this paper.
给出了弹性半空间表面刚性矩形基础水平、竖向、摇摆和扭转方向阻抗函数一种近似公式。
2) rectangular footing
矩形基础
1.
Bearing capacity of rectangular footings on inhomogeneous foundation under combined loading;
复合加载情况下非均匀地基上矩形基础承载力研究
2.
Approximate upper-bound solution for bearing capacity of rectangular footings near excavations;
最后将计算结果与已有文献资料进行了分析比较,并以地面水平时矩形基础地基承载力系数为基准,得到临近基坑矩形浅基础地基承载力减损因数上界估算值。
3) rectangular footings
矩形基础
1.
The bearing capacity shape factors of rectangular footings were calculated and the shape effect was investigated with 3D numerical analyses.
通过对矩形基础地基承载力的三维数值模拟,分析了基础形状对承载力的影响,并计算了矩形基础承载力形状系数。
2.
To accurately evaluate the ultimate bearing capacity of rectangular footings on inhomogeneous soil under combined loading is very important in engineering.
复合加载情况下,精确求解非均质地基上矩形基础的极限承载力以及评价影响极限承载力的相关因素,具有很强的工程实用与理论参考价值。
4) shallow rectangular foundation
矩形浅基础
5) rectangular foundation
矩形基础;矩形地基
6) rectangular rigid foundation
矩形刚性基础
1.
Perfect elastoplasticity analysis of load-carrying behavior of deeply embedded rectangular rigid foundations;
深置矩形刚性基础承载特性的理想弹塑性分析
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