1) The anti-slide pile with prestress anchor
锚杆(索)抗滑桩
2) anti-slide pile with anchor cable
锚索抗滑桩
1.
After comparing two plans(anti-slide pile with anchor cable and Lattice anchor) in terms of technical and economical as well as construction conditions,the proper one was selec.
介绍长江三峡库区秭归县邓家坡一号滑坡的地理地质环境和基本特征,综合运用地质宏观判断分析滑坡稳定性,对锚索抗滑桩和格构锚固治理方案从技术、经济和施工条件等方面进行比选。
3) anchor anti-slide piles
锚索抗滑桩
1.
Comprehensive study on the flavor undergoing force of the anchor and anti-slide pile in the anchor anti-slide piles system shows that the deformation of the anchor has a close connection with the internal force and deformation of piles.
在对锚索抗滑桩系统内锚索与抗滑桩受力状态综合分析的基础上,认为锚索的拉伸变形对锚索抗滑桩系统的内力及变形存在一定影响,基于锚索与抗滑桩的变形协调原理,提出了锚索拉力及其变形的计算方法,推导了抗滑桩桩身位移和内力的计算公式,并将该方法用于工程实例分析。
4) anchor anti-slide pile
锚索抗滑桩
1.
Applying the initial parameter method,an initial parameter method formula on how to calculate the internal force of anchor anti-slide pile is set up respectively when the foundation coefficient of up and down.
将锚索抗滑桩看作由锚索和抗滑桩共同组成的支挡结构系统,同时,将其中的抗滑桩视为搁置在弹性地基上的梁,并将锚索拉力作为集中力加在抗滑桩上;应用初参数法分别建立了滑面上下基床参数为同一常数和滑面上下基床参数为不同常数时的计算锚索抗滑桩弯矩、剪力、挠度和转角的初参数公式。
2.
On the present condition in designing the anchor anti-slide piles, the shortage of optimization designing of the anchor anti-slide pile is pointed out; based on analysising the relationship between the anchor force and the costs of engineering, the way of the lowest costs of engineering is gotten, and the mathematical model is set up.
针对锚索抗滑桩设计的现状,指出了设计中锚-桩一体系统优化设计所存在的不足,通过对锚拉力与锚-桩一体工程造价之间关系的分析研究,建立了锚拉力求解的数学模型,提出了最低工程造价下匹配锚拉力计算的思路和方法,并结合不同的工程实例运用该方法进行了锚拉力优化设计,这为锚索抗滑桩中的锚拉力的匹配设计提供了,新的思路和依据。
5) anchor-stabilizing pile
锚索抗滑桩
1.
Finite difference “k-k” method of calculation of anchor-stabilizing piles;
锚索抗滑桩内力计算的有限差分“K-K”法
6) anti-sliding pile with anchored bolt
锚杆-抗滑桩
1.
Reliability study on anti-sliding pile with anchored bolt;
锚杆-抗滑桩系统的可靠性分析
补充资料：岩石锚桩基础
岩石锚桩基础
rock-anchor pile foundation
翼鳝蒸巍揣骗廿瓢为直接建造在鞘上的土业广触下郭以脉受较蒙耀粼翼黝…黑篙蓄粼_一姚- 径。.二-一辉_
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