1) proportion of sharing in load
受荷分担比
1.
The idea of proportion of sharing in load is proposed.
针对桩土共同工作这一问题,以工程应用为实例,从设计、计算等方面做了详细论述,提出了桩土受荷分担比的概念,阐述了静压预制小方复合基础的设计方法,同时通过与常规桩基方案的比较,总结出在软土地区静压预制小方复合基础的优越性。
3) 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。
4) 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。
5) pile-soil load ratio
荷载分担比
1.
The rules of variation for the bearing capacity of soil around piles, pile-soil stress ratio and pile-soil load ratio are studied.
通过钢渣桩在河南某地湿陷性黄土中的静荷载试验、土压力测试等试验的试验结果,对钢渣桩复合地基、桩间土和钢渣单桩的p-s曲线、附加应力沿深度变化规律进行了分析;研究了桩间土承载力、桩土应力分担比、桩土荷载分担比的变化规律,对钢渣单桩和碎石桩以及钢渣桩复合地基和灰沙桩复合地基等的承载力特性进行对比和分析,并对钢渣桩复合地基的环境效应进行了探讨,得出了有益的结论。
补充资料：比荷
比荷
电子的电荷量和质量的比值，叫做比荷。
电子的比荷为
说明：补充资料仅用于学习参考，请勿用于其它任何用途。