1) pile length-radius ratio
桩长径比
2) optimal ratio of L/D
优化桩长径比
3) ratio between drain radius and pile radius
桩径比
4) slenderness ratio of pile
桩长细比
1.
The results show that larger influencing radius can be brought about with the larger load on pile top or larger slenderness ratio of pile; and better soil can have smaller influencing radius.
用来分析桩侧土影响半径 rm,结果表明,随着桩顶荷载 P 增大,桩长细比 L/d 增大,都会使 rm扩大;土质越好,rm越小。
5) Expansion ratio of pile diameter
桩径扩大比
6) major diameter long piles
大直径长桩
1.
As for the suspected issues in calculating bearing capability of major diameter long piles by self-balancing approach,this paper suggests a new calculating method with integration of "Hunan Method",so to rationally demonstrate the relationship between bearing capability and settlement.
针对自平衡法计算大直径长桩承载力可疑之处,结合“湖南法”提出一种新的计算方法,该方法合理地阐明了承载力与沉降的关系。
补充资料：临界长径比
分子式：
CAS号：
性质：用短纤维增强的聚合物基复合材料中短纤维的临界长度(Lc)与纤维直径(d)之比值。如果纤维长度(L)低于Lc，则降低增强的效果，故用短纤维增强的聚合物复合材料，其纤维的长径比()要大于临界长径比()。
CAS号：
性质：用短纤维增强的聚合物基复合材料中短纤维的临界长度(Lc)与纤维直径(d)之比值。如果纤维长度(L)低于Lc，则降低增强的效果，故用短纤维增强的聚合物复合材料，其纤维的长径比()要大于临界长径比()。
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