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1)  square foundation
方形基础
2)  shallow square foundation
方形浅基础
1.
A new theoretical solution of shallow square foundation is presented based on static equilibrium of rigid-plasticity body.
根据刚塑性体的静力平衡条件 ,推导了方形浅基础地基承载力的理论解 。
3)  square grouped piles foundation
方形群桩基础
1.
From the view-point of grouped piles foundation calculation theory,this article has studied the calculation of design value of additional stress on top surface of the weak substratum undes square grouped piles foundation.
从群桩基础计算理论的角度出发,以方形群桩基础软弱下卧层顶面附加应力设计值的计算进行了研究,结果表明,采用本文提出的简化计算方法要比现有理论的计算方法简单,其计算结果相同。
4)  bucket foundation
桶形基础
1.
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)
2.
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
3.
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
5)  strip footing
条形基础
1.
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
2.
Ultimate bearing capacity of strip footings on inhomogeneous soil foundation under combined loading
复合加载情况下非均质地基上条形基础的极限承载力研究
3.
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。
6)  strip foundation
条形基础
1.
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
2.
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
3.
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
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
  
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