1) anchor length
锚杆长度
1.
Assuming that a spindle shape body is made from around rods with rods destruction, and based on upper limit of plastic limit equilibrium in soil body, the problem about stability of deep excavation slopes by anchor and determine of anchor length and anchor spacing is studied.
根据土层锚杆的破坏形式通常以水泥砂浆周围土层发生剪切破坏为主,在假设锚杆破坏时在土体中形成纺锤型破坏体的基础上,基于土体塑性极限平衡理论的上限分析法,对土层锚杆支护的深基坑边坡稳定性,锚杆长度及间距的确定方法等问题进行了探讨,其结论对今后深基坑锚杆支护工程设计具有一定的参考价值。
2.
Attentions are paid to the problems,such as different anchor length,anchor space,shoring obliquity and surface thickness.
针对预应力锚杆柔性支护工程中的锚杆长度、间距、支护倾角以及面层厚度的选择问题 ,运用非线性有限元进行了结构的参数变化研究 ,研究了锚杆长度、间距、倾角和厚度的变化对基坑的变形和锚杆内力的影响 ,进一步了解锚杆支护的作用机理 ,同时为工程设计提供参
3.
Combining the engineering example,the in- fluences of the design parameters,including excavation angle,anchor body diameter,horizontal inclination angle of anchor and spacing between anchors on the anchor length and internal ove.
文章阐述了其基本构成和特点,研究了锚杆长度的计算。
2) effective length of bolt
锚杆有效长度
3) free lengthes of bolt
锚杆自由长度
4) bolt length test
锚杆长度检测
5) full-lenth bolt
全长锚杆
补充资料：采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
霹 采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
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