锚索抗滑桩,anchor anti-slide pile
1)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 ofanchor 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 theanchor anti-slide piles, the shortage of optimization designing of theanchor 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。
英文短句/例句
1.Study on Pre-Stressed Multi-Anchor-Wire Anti-slide Pile in Large-scale Thick Landslide;大型厚层滑坡多锚点预应力锚索抗滑桩的研究
2.Measuring and Analyzing Tension Force of Anchor Cable in Anti-slide Pile with Pre-stressed Anchor Cable预应力锚索抗滑桩工程中锚索拉力实测与分析
3.Robust optimization design of anti-slide piles with prestressed anchor cables预应力锚索抗滑桩结构稳健优化设计
4.SLOPE STABILITY ANALYSIS OF PRESTRESS ANCHORED SLIDE-RESISTANT PILE预应力锚索抗滑桩加固边坡(滑坡)的稳定性分析
5.Application of "Prestressed Anchor Cable Anti-slide Pile" Method in Treatment of Landslides预应力锚索抗滑桩在滑坡治理中的应用
6.Construction Technique of Pre-stressed Anchor Cable Anti-slide Pile in the Treatment of Reservoir Bank Slide预应力锚索抗滑桩治理库岸滑坡施工技术
7.Design and Program Development of Anti-slide Pile with Pre-stressed Anchored Cables Based on Pile-anchor s Cooperation;桩、锚协同作用的预应力锚索抗滑桩设计及程序开发
8.A METHOD FOR COMPUTING THE PRESTRESSING FORCE OF THE ANTI-SLIDE PILE WITH PRESTRESSED CABLE预应力锚索抗滑桩设计中确定锚索预应力值的一种方法
9.Numerical Analyse for the Interaction between Stabilizing Pile with Anchor Cable and Earth锚索抗滑桩与土体相互作用的数值分析
10.Study on Computing Method and Application in Project of Piles with Anchor Cables;锚索抗滑桩的计算方法与工程应用研究
11.The Preliminary Discussion on Mechanism of Anti-sliding Pile with Prestressed Anchor Cable;对预应力锚索抗滑桩受力机理的初步探讨
12.Study on the Structure Design Theory and Application of the Anti-slide Piles with Pre-stressed Cables;预应力锚索抗滑桩结构设计理论与应用研究
13.Study on the Mechanism of Pre-stress Anti-slide Pile with Numerical Simulation;预应力锚索抗滑桩作用机理的数值模拟研究
putation Theory and Experimental Researches of Anti-slide Pile with Prestressed Anchors预应力锚索抗滑桩计算理论及试验研究
15.Practical Design and Application of Stabilizing Piles With Pre-stressed Anchored Cables预应力锚索抗滑桩实用设计方法及工程应用
16.Finite difference method of internal force calculation of anti-sliding piles with multi-row pre-stressed anchoring cables多排预应力锚索抗滑桩内力计算有限差分解法
17.Calculation and Analysis of the Thrust of Landslide on Anti-sliding Pile with Anchoring Ca-ble and the Diagram of Its Distribution锚索抗滑桩滑坡推力及其分布图式的计算与分析
18.The Mechanism of Pre-Stress Anchored Pile and Application in Landslide Treatment预应力锚索抗滑桩加固机理及在滑坡整治中的应用
相关短句/例句
anchor anti-slide piles锚索抗滑桩
prehensive study on the flavor undergoing force of the anchor and anti-slide pile in theanchor 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。
3)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。
4)anchor-stabilizing pile锚索抗滑桩
1.Finite difference “k-k” method of calculation ofanchor-stabilizing piles;锚索抗滑桩内力计算的有限差分“K-K”法
5)The anti-slide pile with prestress anchor锚杆(索)抗滑桩
6)anti-slide pile with pre-stressed anchor cable预应力锚索抗滑桩
1.Based on transversely isotropic theory,influences of anisotropic rock upon the force ofanti-slide pile with pre-stressed anchor cable are digitally simulated.从横观各向同性理论出发,数值模拟岩体各向异性对预应力锚索抗滑桩受力的影响,探讨了岩层的方向性、抗滑桩长度和预应力锚索安装角的变化对预应力锚索抗滑桩受力的影响。
2.Anti-slide pile with pre-stressed anchor cable is a kind of compound stress structure which uses anti-slide pile and anchor cables to resist the pushing force of landslide.预应力锚索抗滑桩是一种采用锚索和桩共同受力来抵抗滑坡推力的复合受力结构。
延伸阅读
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_
