1) soil load bearing proportion
地基土荷载分担比
2) pile-soil load share ratio
桩土荷载分担比
1.
First,through theory analysis,the pile-soil stress ratio and pile-soil load share ratio are considered to be important parameters reflecting the working property of cement-soil pile composite foundation.
本文首先通过理论分析,认为桩土应力比、桩土荷载分担比等是反映水泥土桩复合地基工作性状的重要参数。
3) the ratio of load sharing of foundation on the section of uniform distributed load α
荷载作用区地基承载分担比α
5) load share ratio
荷载分担比
1.
Through pressure metre under embankment,the magnitude of pile-soil stress ratio and its variation with the time are measured,and the variation of pile-soil load share ratio with time is analyzed.
通过在路堤下埋设钢弦式压力盒,获得了路堤下低强度砼桩、水泥搅拌桩以及土的应力比数值随时间的变化规律,并分析了三者荷载分担比随时间的变化特性。
2.
It can be found that the load share ratio decreases as the pile spacing increases.
研究表明:桩间距越大,桩体荷载分担比越小;软土层未打穿时荷载分担比为61。
6) load sharing ratio
荷载分担比
1.
In order to analyze the load transferring mechanism of the composite foundation with rigid-flexible piles,the theoretical solution of load sharing ratio was obtained based on the elastic calculation model according to the relationship between load and settlement of composite foundation with rigid-flexible piles.
为了分析刚-柔性桩复合地基的荷载传递机理,基于弹性计算模型,根据刚-柔性桩复合地基的荷载与沉降关系,通过理论推导获得了荷载分担比的解析解,该解析解全面考虑了褥垫层、刚性桩、柔性桩、地基土的性质、面积置换率等影响因素。
2.
It is studied that composite pile of different length of core and composite pile of differen diameter of core, come to the best core length and the best core diameter and the load sharing ratio of different part of the composite pile, and failure mechanism of the composite pile is analyzed.
本文通过对不同芯长、不同芯径的刚性芯复合桩进行的试验研究,得到了刚性芯复合桩的最优芯长与芯径,桩顶不同部位荷载分担比;分析刚性芯复合桩的破坏机理。
补充资料：采用强夯法进行机场停机坪软土地基加固
采用强夯法进行机场停机坪软土地基加固
采用强夯法进行机场停机坪软土地基加固 I
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