Once it had begun to hover about her body, would not return to its anchor—which would normally
一落到她的身体上，就回不到原本固有的地方。精神导师和古瑜珈印度圣经里
On the basis of a great number of studies performed by former researchers, the work finished in this paper focuses on several aspects of the following:(1) Through the laboratory test, the main failure form of the anchorage system is researched; By analyzing the loaded anchor rod`s P-S curve and its axial stress distribution, anchorage body`s deformation mechanism and its axial stress distribution rule are studied, so the influence of the above factors on stress distribution and anchoring force are revealed.(2) Analyzed by ANSYS within elastic scope, the anchorage body`s axial stress distribution and its stress distribution with different anchorage lengths, different apertures and different rock masses can be studied in the simulation with the increase of load.
本文在前人研究的基础上，主要进行了以下的研究工作：（1）通过实验室试验，研究本试验条件下锚固系统的主要破坏形式，通过对锚杆受力后的P-S曲线及其锚杆沿其长度方向的应力分布情况的分析，研究在不同的荷载、灌浆材料、锚固长度下锚固体的变形机理及其锚杆沿长度方向的应力分布规律，揭示以上条件对应力分布及锚固力的影响；（2）应用有限元分析软件，在弹性范围内，模拟随着荷载的增加，锚固体沿杆长的应力分布规律，以及在不同锚固长度、不同孔径、不同岩土体材料等条件下锚固体应力分布情况；（3）结合室内试验发现的问题和数值模拟的结果，得出了若干有价值的结论。
It entirely analyzed the three criterion of the geotechnical prestressed anchor system stability, it creatively found the method of ascertaining service life based on the prestress variation rule and stress corrosion rule. The actual engineering service life would be 41 years, the different body of the slope would have different life range.
全面分析研究了岩土预应力锚固系统稳定性的三种判据，创造性的建立了基于预应力变化规律和应力腐蚀规律的司服寿命确定方法，确定出实际工程的司服寿命为41年及不同部位的司服寿命范围。
There are so many influence factors on pile-earth interacting of friction pile. Such as pile-soil interface parameter, thrust size, gliding mass and anchor layer physical mechanics parameter, pile body anchored depth, size, and intensity etc.
影响抗滑桩的桩—土相互作用的因素有很多，包括桩土界面参数、推力大小、滑体及锚固层物理力学参数、及其桩体锚固深度、尺寸、强度等指标。
A small and young body is learning to anchor the soul and field that is so very large and ascending.
一个小而年轻的身体正学习去锚定灵魂和一个十分大且提升中的能量场。
Analysis of the characteristics of soft rock roadway, combined with practical application, designed to spray a new anchor shell supporting structure and proposed mechanism of interaction with the rock that anchors the shell surrounding rock and shotcrete support system as an entity, anchor-body system and the deep rock formation deep rock control system, housing system and the formation of shallow shallow rock rock control system, through the bolt will be deep and shallow rock together, sprayed on the rock-body system to play the role of three-dimensional constraints, bolting technology, including high water, quick-setting grouting material between two groups, roof anchoring resin full-length high-strength bolts and small-diameter prestressed anchor to strengthen support for the conservation and help the two longer anchoring resin bolting.
分析软岩巷道的特点，结合实际应用，设计了锚壳喷新型支护结构，并提出了与围岩相互作用机理，认为围岩与锚壳喷支护体系作为统一体，锚体系统与深部围岩形成深部围岩控制系统，壳体系统与浅部围岩形成浅部围岩控制系统，通过锚杆将深、浅部围岩共同作用，喷体系统对围岩起到三维约束作用，锚杆支护技术，包括高水速凝材料注浆加固两帮、顶板采用树脂全长锚固高强度锚杆和小孔径预应力锚索加强支护及两帮树脂加长锚固锚杆支护。
His gaze, once it had begun to hover about her body, would not return to its anchor—which would normally be the tip of one's nose, as enjoined by his guru and the yoga shastras.
一旦开始打量她的身体，他的注视便再也不能回神——而通常应该注视的是某人的鼻子尖。他的这一注视是他的宗师和瑜伽圣典所不允许的。
In this paper, I regard the engineering as a plane strain problem, study the internal force and distortion rule of supporting structure. The main research contains:(1)The choice of soil body model, in this article the soil body uses the expansion the Druker-Prager model, soil body unit uses CPE8R, pile and anchor unit uses B22; (2)Setting up initial geostress field, Exerts the volume stress to the soil body, this action and the soil body initial stress just right balance, causes the soil body the initial displacement is zero; (3)Infliction of pre-stress of pole, The definition pre-stressed section attribute, to needs to exert the pre-stressed the part to exert the pre-stressed, and in step maintains the corresponding pre-stressed value at the following analysis; (4)Simulation of excavate foundation pit, use the order *model change in some analysis step to remove or to increase the unit, namely unit hard work concept.
主要研究内容包括：(1)基于ABAQUS的土体模型和单元的选取，本文中土体采用扩展的Druker-Prager模型，土体单元取8节点四边形二次平面应变减缩积分单元CPE8R，支护桩单元和锚杆采用二次梁单元B22；(2)初始地应力场建立，对土体施加体积应力，该作用力与土体的初始应力正好平衡，使得土体的初始位移为零；(3)锚杆预应力施加，定义预应力截面属性，对需要施加预应力的部分施加预应力，并在后续的分析步中保持相应的预应力值；(4)分步开挖过程模拟，需要在某一分析步骤中使用*model change命令移去或增添单元，即单元的死活概念。
On the body of anchor rod, there are compression stress, tensile stress and zero stress areas.
这些区域的形成和存在，提供了锚杆对岩土体加固的作用力，并保持锚杆自身的稳定性。
Once again be careful not to twist your hips, as they are the anchor points for your body.
再次小心，不要扭曲你的臀部，因为它们的定位点，你的身体。
A recoverable rod body and a non-recoverable rod body of the anchor rod are connected by screw threads, and a pin used for realizing prestressed anchorage is arranged at the thread connection part.
该锚杆可回收杆体与不可回杆体之间螺纹连接，螺纹连接处设有销钉，用于实现预应力锚固；
A water-color high spectral radiance real-time monitoring system comprises an optical system, a control device, a buoy body, and a buoy anchor chain.
一种水色高光谱辐射实时观测系统，包括光学系统、控制装置、浮标体和浮标锚链；
Technology application for anchor drill and drilling with casing of accumulation body
堆积体锚索钻孔跟管钻进工艺技术的应用
Combined with joining the anchor pole with ease base, the ground broken rock body can be treated by grouting.
可采用灌浆法处理地基破碎岩体，并结合应用锚杆或预应力锚索与镇墩基础相连接。
The requisition relates to an all set anchor pole for supporting tunnel, composed of a pole body, a supporting board, a head wedge, an anchor head with a denticle and a cement cartridge bag.
本申请是一种用于巷道支护的配套锚杆。由杆体，托板，顶头楔，带有小齿的锚头以及水泥药包组成。
Holding Force of Floating Body Anchor
水中浮体锚碇力比较研究
Analysis of Mooring Forces and Motions of Floating Body at Single Anchor
单锚系泊浮体运动及系泊力分析
Based on the mathematical models developed, a theoretical analysis and engineering computation is made of the mooring forces and the partial motions of a floating body at a single anchor.
本文在已有的数学模型的基础上，采用理论分析与工程估算相结合的方法，计算分析了单锚系泊浮体的偏荡运动及系泊力。
The analysis shows that the depths of the major and auxiliary anchor rods are affected by the cement mortar and its bond strength with the rock body and not affected by the gradient and the height of the rock side slope.
并得到如下结论：主次锚杆的锚固深度只受水泥砂浆与岩体的结合强度的影响，不受边坡坡度和高度的限制。
The plastic expansion shell bolt is a kind of new end anchoring bolt. It is made by high performance engineering plastics anchor head and metal body.
这种锚杆是一种新型端头锚固式锚杆，由高性能工程塑料制成的锚头与金属杆体组成。