1) Soil nailed wall
锚土墙
2) anchored soil
加锚土体
1.
On the basis of the limit analysis theory and according to the velocity field coordination and the whole function conservation, it defines the corresponding relation between the load born by anchor rods and the slip failure of soil body, and analyzes the most unstable state of the anchored soil through the optimum search.
与常规的土体稳定条分法不同 ,本文对加锚土体随机块分 ,在极限分析理论基础上 ,根据条块间的速度场协调及加锚土体整体功能守恒 ,确定了锚杆承担的荷载与土体的滑移破坏之间的对应关系 ,通过优化搜索 ,分析加锚土体最不稳定状
3) pile anchor soil
桩锚土
1.
The force and deformation properties of pile anchor support structure in deep pits are studied considering pile anchor soil interaction.
考虑桩锚土的相互作用 ,结合实例研究深基坑桩锚支护结构受力和变形特性。
4) Jet pin (namely nail on soil wall)
喷锚（土钉墙）
5) interaction between bolt and soil
锚土相互作用
6) jointly interactive model for soil nailing and prestressed anchor and soil mass
钉-锚-土联合作用模型
补充资料：挡土墙
防止用地土体边坡坍塌而砌筑的墙体。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。