“锚固承载力+ultimate+anchorage+strength英语短句+例句大全”是一份收集了关于锚固承载力、极限锚固力和强度的英语短句和例句的详尽合集。该合集涵盖了工程领域中与锚固相关的关键术语和概念，为工程师、设计师和研究人员提供了丰富的语料库。这些例句和短句能够帮助读者更好地理解和运用锚固承载力相关概念，加深对工程领域中的关键原理的理解。无论是在学习、工作还是研究中，这份合集都将为读者提供宝贵的参考和帮助。
锚固承载力,ultimate anchorage strength
1)ultimate anchorage strength锚固承载力
英文短句/例句
1.Anchoring capacity of tensile rock bolt in ultimate limit state极限状态下岩体受拉锚杆锚固承载力的计算
2.Analysis of Shearing Load-Carrying Capacity of Post-Installed Fastenings Anchor Group System in Concrete Structures混凝土结构后锚固群锚系统抗剪承载力分析
3.Finite Element Simulation and Analysis of Contact and Utimate Bearing Capacity on Cable Anchor Joints;索端冷压锚固节点接触及承载力模拟分析
4.the ultimate bearing capacity of anchorage zone attains 3.07 times as much as its designed load.索梁锚固区的极限承载力为设计荷载的3.07倍,有一定的安全储备。
5.Finite Element Analysis of Loading Bank Excavation and Anchoring Support承载岸堤开挖与锚固支护有限元分析
6.Study on Anchorage Performance and Load-Transfer Mechanism of Embedment Section of Prestressed Rock Cable Bolt;预应力岩锚内锚固段锚固性能及荷载传递机理研究
7.Pullout capacity of deeply embedded plate anchors in undrained clay不排水黏土中深埋锚板的抗拔承载力
8.Research on the Method of Measuring Large Diameter Pile Bearing Capacity by Self-Balance System with Loading on Pile Top;大直径桩承载力桩顶加载自锚式测试方法研究
9.Research on the Numerical Simulation Method and Dynamic Bearing Capacity of Prestressed Anchorage;预应力锚索数值模拟方法及动力承载特性研究
10.Experimental Research of capacity performance of bonded prestressing tendon embossing anchorage有粘结预应力筋压花锚承载力性能研究
11.Ultimate Bearing Capacity Analysis of Pile-Anchor Composite Ridge桩锚共同受力的复合式地垄极限承载力分析
12.Study on Dynamic Response of Anchor System to a Lateral Impact Force;横向冲击荷载作用下锚杆锚固系统的动力响应研究
13.Calculation method of bearing capacity of compound tunnel anchorage system of suspension bridge悬索桥隧道式复合锚碇承载力计算方法
14.Analysis of Bearing Capacity of Soil Layer Group Anchorage by Upper Limit Method基于上限分析法确定土层群锚承载力分析
15.Grey forecast of bearing capacity of rockmass surrounding tunnel anchorage for a suspension bridge悬索桥隧道锚锭围岩体极限承载力灰色预测
16.Experimental and Analytical Study on Pull-out Resistance of Adhesive Anchors;粘结型锚杆拉拔承载力的试验与理论分析
17.The Buckle and Ultimate Bearing Capacity Analysis for a New Style Self-anchored Suspension Bridge;新型自锚式悬索桥的稳定性及极限承载力分析
18.Pullout Capacity of Circular Plate Anchor in Saturated Clay;饱和粘土中圆形锚板抗拔承载力的研究
相关短句/例句
bearing capacity of anchor cable锚杆承载力
3)ultimate bearing capacity of single anchor单锚极限承载力
1.Not only theultimate bearing capacity of single anchor,which prevent its failure due to the material yield,but also the effect of anchor groups,which avoid general failure of anchors as a whole due to insufficient distances between anchors are floating considered,which provides useful information for anti-float anchors design.设计中除了考虑单锚极限承载力以防止单根锚杆因材料屈服发生破坏外,还考虑了"群锚效应"以避免锚杆之间由于距离过小而产生整体破坏,为抗浮锚杆设计提供了参考经验。
4)ultimate bearing capacity of anchor bolt锚杆极限承载力
5)high forcing anchor高承载力锚杆
6)resistance of rockbolt锚杆锚固力
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
