1) shallow circular foundation
圆形浅基础
1.
A new theoretical solution of shallow circular foundation was presented.
推导了圆形浅基础地基承载力计算的理论解 ,并与Vesic的半经验分析结果进行了对比 ,两者极其相近 。
2) circular footing
圆形基础
1.
Using the FLAC algorithm based on Lagrangian explicit finite difference method,numerical analyses are made on ultimate bearing capacity and failure behavior of strip footings and circular footings founded on nonhomogeneous clays foundations in which soil cohesion increases linearly with depth.
利用基于Lagrangian显式差分的FLAC算法,通过数值计算,对黏结力随深度线性增长的非均质地基上条形基础和圆形基础的极限承载力及地基破坏模式进行了对比计算与系统分析。
3) strip footing
浅基础;条形基础
4) shallow rectangular foundation
矩形浅基础
5) 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 。
6) cross strip footing
浅基础交叉条形基础
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