1) Fully Grouted Bolt
全长粘结式砂浆锚杆
1.
Study on Support Mechanism and Finite Element Simulation Method of Tunnel Fully Grouted Bolt;
锚杆尤其是全长粘结式砂浆锚杆是隧道工程广泛应用的支护型式,但由于目前对全长粘结式砂浆锚杆支护作用力学机理认识不足,使其设计方法存在一定的局限性。
2) wholly grouted anchor
全长粘结式锚杆
1.
Based on Mindlin′s solution of displacement, an elastic solution of wholly grouted anchor is derived.
利用 Mindlin问题的位移解导出全长粘结式锚杆受力的弹性解 ,讨论了这种锚杆的受力特征及其影响因数 ,为锚杆的设计与计算提供了一种理论依
2.
The nonlocal friction law proposed by Oden et al was modified and the modified nonlocal frica- tion model to analyze the wholly grouted anchor was used.
本文对Oden等提出的非局部摩擦模型进行了修正,得到了修正后的非局部摩擦模型,并应用于全长粘结式锚杆问题。
3.
Mindlin solution of displacement are applied to analyze the distribution of the stress of wholly grouted anchor.
本文提出一种新型的多段型锚杆,将其受力机理与全长粘结式锚杆进行对比研究。
3) tensioned and grouted bolts
预应力全长粘结式锚杆
1.
The improved rock mass parameters have been applied to the support action analysis of tensioned and grouted bolts by using the existing analytical solutions.
详细讨论了预应力全长粘结式锚杆通过改善围岩力学参数对岩体的加固作用，给出加固岩体的等效力学参数解析表达式。
4) whole-length cohesive anchor bolt
全长粘结锚杆
5) full-length bonded anchor cable
全长粘结式锚索
1.
The different reinforcement effects of the two typical anchor cables—un-bonded anchor cable and full-length bonded anchor cable are studied by model experiments of the underground openings and the shear strength of rock mass structural planes.
通过进行洞室模型试验和岩体结构面抗剪强度模型试验,研究了工程中广泛采用的2种典型锚索——自由式锚索和全长粘结式锚索的不同加固效果。
6) fully-grouted anchor bolt
全长黏结式锚杆
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