1) nailing force
土钉拉力
1.
It would be convenient for calculating the nailing force( T )by the computer.
依据折线型破坏滑移面假定 ,分析土钉支护墙的内部稳定 ,运用坐标转换的方法 ,由力的极限平衡条件 ,推导出土钉拉力T =∑Ti 的计算公式。
2) Lag screw
拉力螺钉
1.
Applied anatomy of lag screw placement internal fixation in posterior column of acetabulum via lesser sciatic notch;
经皮坐骨小切迹拉力螺钉内固定髋臼后柱骨折的应用解剖与临床应用
2.
Applied anatomy of retrograde lag screw internal fixation in the posterior column of the acetabulum;
逆行髋臼后柱拉力螺钉内固定的应用解剖学
3.
Applied anatomy of retrograde lag screw internal fixation in the superior ramus of pubis;
耻骨上支逆行拉力螺钉内固定的应用解剖学研究
3) soil nailing stress
土钉应力
1.
The field test of the horizontal displacement of foundation pit wall with soil nailing and the soil nailing stress has been carried out.
通过对基坑复合土钉支护的坑壁水平位移和土钉应力现场测试,数据分析表明:土体最大水平位移发生于基坑顶部;基坑深度范围内中部土钉受力最大;土钉布置宜上长下短,下部土钉适当加密,以抵抗基坑底部存在的剪应力集中;重要区段基坑采用复合土钉支护,可提高基坑支护整体刚度,减小基坑变形,提高基坑安全度。
4) axial force of soil nail
土钉轴力
1.
It shows that the axial force of soil nails presents fusiform along the nail length with the maximum axial force taking place at the middle part of the pit and minor force at the pit sides.
采用有限差分软件FLAC3D,对土钉在各种因素影响下的内力分布规律进行研究,得出土钉轴力沿钉长的分布表现为中间大而两边小的纺锤形;得出影响土钉轴力大小的因素依次为:地表荷载,土的摩擦角,地表荷载到基坑距离,土钉间距,土的粘聚力,钉长,钉土粘结强度,并得到了轴力与各因素间的关系式。
5) soil nail force
土钉力
1.
An incremental calculation method for soil nail forces based on preferred plane theory;
基于优势面理论的土钉力增量计算方法
2.
Simplified incremental calculation method of soil nail forces for retaining and protection of foundation pits;
基坑支护土钉力的简化增量计算法
6) soil nails internal force
土钉内力
1.
Incremental calculation method of soil nails internal force;
土钉内力的增量计算方法
补充资料：铁板钉钉
1.犹言硬碰硬。比喻说话办事坚决﹑干脆。 2.比喻已成定论。
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