锚固深度,anchorage depth
1)anchorage depth锚固深度
1.Lower-bound method for limit analysis ofanchorage depth of sliding resistant piles;抗滑桩锚固深度的极限分析下限方法
2.Determination of theanchorage depth of rigid anti-slide piles based on strength reduction method;基于强度折减的刚性抗滑桩锚固深度确定
英文短句/例句
1.Study on Drawing Force of Root Layer in Masonwork Affected by Anchor Bolt Type and Anchor Depth锚栓类型、锚固深度对基层砌体拉拔力影响的研究
2.DETERMINATION METHOD OF THE RATIONAL ANCHORAGE LENGTH OF ANTI-SLIDE PILE BASED ON UNIFIED STRENGTH THEORY AND WEIGHTED RESIDUAL METHOD基于加权残值法和统一强度理论抗滑桩合理锚固深度的确定方法
3.Study on Theory of Designing and Measuring Embedment Length of Free Segment of Cable锚索自由段嵌固深度设计和确定的理论研究
4.The Analysis of the Reliability and Design for Anchorage of Steels钢板的锚固可靠度分析及设计锚固长度
5.Recognition of the principle and length of reinforcement anchorage对钢筋锚固原理及钢筋锚固长度的认识
PREHENSIVE RESEARCH OF CRITICAL ANCHORAGE LENGTH PROBLEM OF ROD OF ANCHORAGE STRUCTURE锚固类结构杆体临界锚固长度问题综合研究
7.Reliability analysis for anchorage of reinforced concrete beam with corrosion-induced longitudinal crack in anchorage zone锚固区锈胀开裂钢筋混凝土梁锚固可靠度分析
8.The Technique Focus of Designing Anchor Fixed Length-critical Anchoring Length is Not Suitable for Upper-limit of Anchoring Length锚杆锚固段设计的一个技术焦点—临界锚固长度不宜作为锚固长度上限
9.The Style of Anchor;锚固的式样——深圳电视中心设计概念
10.THE ANCHORING TECHNOLOGY IN GEOTECHNICAL ENGINEERING(VI)--ANCHORING OF SUPPORTING STRUCTURE IN THE DEEP EXCAVATION ENGINEER岩土工程中的锚固技术(六)——深开挖工程支护结构的锚固
11.Research on the steel plate anchorage length of plated R.C beams;粘钢加固梁钢板锚固长度的试验研究
12.Calculation Method of Anchoring Segment Length of Cable拉力型锚索锚固段长度的一种确定方法
13.High Slope Anchorage at Diversion Tunnel Inlet of Shenxigou Hydropower Station深溪沟水电站导流洞进口高边坡锚固技术研究
14.The Boundary Element Method for Bond-anchorage Length锚固长度分析的边界单元法(英文)
15.Study on anchoring type and anchorage system of rock bolt岩锚新的锚固方式及锚固体系的研究
16.Recoverable Resin Bolt Anchoring Section Anchoring Characteristic Study可回收树脂锚杆锚固段锚固特性研究
17.Anchoring effect of pressure-type anchor rods on anchored section压力型锚杆锚固段锚固效应特性分析
parison and analysis of 3D-finite-element models of steelanchor-box at the cable-girder anchorage zone for long-span cable-stayed bridge大跨度斜拉桥钢锚箱式索梁锚固结构空间有限元模型比较研究
相关短句/例句
anchoring depth锚固深度
1.Reliability design ofanchoring depth for friction piles;抗滑桩锚固深度的可靠性设计
2.The reliability analysis about theanchoring depth of a friction pile;抗滑桩锚固深度的可靠性分析
3.On effect of variability of parameters onanchoring depth reliability of anti-sliding pile;参数变异性对抗滑桩锚固深度可靠度的影响分析
3)critical embedment length临界锚固深度
4)increasing value of anchoring depth锚固深度增加值
5)Optimal anchorage depth最优锚固深度
6)slope anchored with taproot深根锚固
1.To the roots mechanical function, 2 calculation formula models, the shearing strength and anti-splitting strength model,were developed in the condition of surface soil reinforced with herb-root andslope anchored with taproot model.坡面冲刷防护可根据浅根表土加筋与茎叶水文效应机理进行设计;边坡加固可根据深根锚固作用与蒸腾排水效应机理设计。
延伸阅读
锚固锚固anchormO0gU锚固(a nchor)采用锚杆或锚索对边坡进行加固的作业。在边坡上钻孔穿过潜在滑面，插人锚杆或锚索，在锚固端注浆后对锚杆(索)预加拉应力，最后在坡面上锁紧锚头。其作用原理是借助锚固段砂浆与孔壁周围岩体的摩擦阻力，将锚杆(索)的应力传递到潜在滑动面以下的深部岩体中，增高滑体对滑面上的正应力，从而提高抗滑阻力，使锚杆(索)锚固端两端部之间形成压力锥体范围内的岩石被挤压，进而使潜在滑动面上下的岩石与锚杆(索)联成一个整体，形成一均匀挤压带，约束了岩体的变形和破坏，提高了坡体的稳定性。其作用原理见图l。对于平面型滑坡锚杆(索)加固作用(图2)以公式表达: 加固前K，一昼塑竺决李型兰卫二 。。二n:‘”Gsin口二.二。。_[Geosa+Psin(a+6)〕tan笋+CL加固后K:二匕=共一舟井拱子拼井罕拱裂止二““目，“一’‘Gsinq一尸cos(口十6)式中分子表示抗滑力;分母表示滑动力;Kl、K:分别为加固前后边坡稳定性系数;G为滑坡体重量四为滑动面倾角;0为预应力锚杆(索)与水平面的夹角;尹为岩石的内摩擦角;C为岩石粘结力;L为条块滑面长度;尸为锚杆〔索)每沿米的预拉力。预应力锚杆(索)主要适用于岩体整体性较好且具有确定的潜在滑动面的岩质边坡。笋图1锚杆(索)作用原理示意图王一压缩带;2一猫杆(索);3一未加固的表面岩石;4一锚头;5一滑动面;6一锚固段、尸少汀 G图2锚固力尸的作用图
