1) 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。
2) 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 。
3) round raft foundation
圆形筏片基础
4) bearing capacity of circular foundation soil
圆形基础地基承载力
1.
Conventional calculations of bearing capacity of circular foundation soil were formulated in terms of a linear Mohr-Coulomb failure criterion.
对于圆形基础地基承载力传统分析方法多采用的是线性的摩尔-库仑破坏准则。
5) round bucket foundation
圆筒基础
1.
By comparison,the round bucket foundation has the same advantage as drilling hole pile,and overcomes the same shortcoming as open caisson.
建筑物基础的种类很多,相比之下,圆筒基础既具有挖孔桩的优点,又克服了沉井的弊端,而且能减小基础自重、基底面积、混凝土体积和配筋量,从而降低工程造价。
6) circlar foundation
圆弧基础
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