Chinese translation for "锚固力"
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- anchorage force
anchoring force
Related Translations:
锚固变形: anchor deformationanchorage slip 锚固系统: anchorage systemanchoring system 锚固拉力: anchor forceanchor pull
- Example Sentences:
| 1. | In this paper a new procedure is proposed for calculating the anchoring force required to stabilize slopes to a specified factor of safety
摘要针对目前锚固边坡稳定性计算方法中的缺陷，提出一种合理且实用的方法直接计算边坡锚固力。 | | 2. | The anchor technology is a kind of method of active reinforcing that changes slope ' s stress status and inspires one ' s own stability by huge anchor force
锚固技术是利用巨大的锚固力改变坡体应力状态、调用坡体自稳能力的一种主动加固方法。 | | 3. | The total normal stresses arc then modified by satisfying the rigorous equilibrium conditions for the whole sliding body , resulting in an closed form expression for the required magnitude of anchoring force
再进行修正，使锚固后边坡体满足所有整体平衡条件，最后得到边坡满足给定安全系数要求的锚固力解析表达式。 | | 4. | In contrast to conventional procedures , the present method assumes the normal stresses associated with the action of anchorage is approximated by the analytical stress distribution corresponding to an infinite wedge with concentrated force at the apex
应用无限楔体受集中力作用的弹性力学解答计算与锚固力对应的滑面正应力分布，将其与锚固前滑面正应力叠加。 | | 5. | In the stability graphical method , the basic property of rock mass is understood by engineering geology survey , the stability is analyzed at first , then the supporting parameters are determined , and the anchoring force is checked according to the type of cable - anchor
稳定性图解法通过岩体工程地质调查来掌握岩体的基本特性，首先对采场进行稳定性分析，在此基础上确定其支护参数，并针对具体锚索型号验算锚固力。 | | 6. | By the test of anchor cable pull - out intensity , research is carried on anchor capability , stiffness coefficient and prestress losses of anchor cable in reinforcing similar soil slopes . the mechanisms of reinforcing similar soil slopes by prestressed anchor cable sash ( beam ) are studied by the method of combination of field test , theory analysis and numerical simulation , as a result , the calculational pattern of internal force of anchor cable sash ( beam ) is put forward
本文通过大量野外调查，提出类土质边坡的概念，并分析了它不同于一般粘性土边坡的特性；通过锚索抗拔试验研究了类土质边坡的锚固力大小、锚索刚度系数和锚索预应力损失情况；通过现场试验、理论分析和数值计算相结合的方法，研究预应力锚索框架(地梁)加固类土质边坡的机理，提出预应力锚索框架(地梁)的内力计算模式。 | | 7. | The supporting mechanism of pre - stress anchor is given in following sentences in this paragraph : make full use of sectional stability , put - up steel - net shot concrete to the stratified earth as the trench is being excavated , and by this means , the little liding of soil layers and small broken slumps of rock slopes can be avoided
预应力锚板的支护机理：充分利用岩土层自身或预处理的局部的稳定性，随基坑开挖分层挂钢筋网喷射砼，以避免土层帮片及岩石边坡小的节理破碎滑塌，并把土压力传给锚板，由锚杆集中受力，通过锚杆的锚固力平衡土压力。 | | 8. | According to the original work on the stability problem of the left side of the river and the elementary analysis on the model of geological mechanism , two section planes of rock group t33 and j have been chosen to carry out the stability evaluation ( the slope stability analysis utilized the sarma program ) , both of which have the different rock characters . when loads are calculated , the internal force , underground water , earthquake force , their combination and measure to deal with anchorage force infliction are also considered
根据左岸边坡稳定问题的前期工作和地质力学模式的初步分析,并结合工程地质条件调查,选取岩性构成不同的t33岩组和j岩组的两个剖面分别进行稳定性评价(边坡稳定性分析采用sarma程序进行) ,计算载荷考虑了自重、地下水、地震力及其组合以及施加锚固力的处理措施。 | | 9. | Furthermore , the pressure of soil can be exerted on anchor boards , so the stressed anchor can balance the pressure of soi1 through the anchoring . before the trench displaces , the anchoring pressure begins to work through the exertion of pre - stress . meanwhile , the stress pressure of anchor changes and is adjusted through shot concrete and its stressed steel . so the whole supporting system , which is similar with the pile - anchor supporting system , is finally formed , and it can limit the displacement of trenches
锚杆的锚固力在基坑出现位移前，通过雨应力的施加即得以发挥作用，锚杆的受应生变化并通过喷射硅及其中的受力筋得以调整，从而形成一个与桩一锚结构近似的整体支护系统，起到限制基坑位移的作用。 | | 10. | One is the " belt persistence " , which is defined as the total length of joints teace length in a 1m wide belt projected to a basic line ( eliminating the overlay section ) over the length of the basic line . another is the one called as " search persistence " , which is defined a as the total length of joints trace length on the searched potential slipe surface over the length of the slip surface . thus , the author establishes a measuring and calculation system to these definitions and finishes a great deal of field investigation aiming at the joints trace length and the " rock bridge " survey
在此基础上，针对a区边坡的稳定性，结合边坡的破坏失稳模式，以边坡节理岩体的连通特性的研究为突破点，从节理岩体的几何参数的统计分析出发，采用monte - carlo随机模拟原理形成节理网络模拟图，以岩桥和节理组合破坏的内在机制为依据，以搜索节理岩桥组合的最短路径为手段，通过带宽投影法与路径搜索法两种方法的计算，获得了sn向中缓节理的连通率分别为48 . 7和56 . 78 ，最终推荐60的连通率进行了边坡的稳定性分析与计算，并结合工程实际，计算了边坡的推力与锚固力，最终为边坡的支护设计提供优化建议。 |
- Similar Words：
- "锚固基础" Chinese translation, "锚固剪切试验" Chinese translation, "锚固件" Chinese translation, "锚固角度" Chinese translation, "锚固拉力" Chinese translation, "锚固螺栓" Chinese translation, "锚固破坏" Chinese translation, "锚固强度" Chinese translation, "锚固强度；结合强度" Chinese translation, "锚固区" Chinese translation
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