English translation for "拱肩"
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- spandrel
◇拱肩吊钩 spandrel hanger; 拱肩拱 (主拱背上的小拱) spandrel arch; 拱肩墙 spandrel wall
Related Translations:
连拱: arcading◇连拱坝 multiple-arch dam; multi-arch dam; 连拱廊 arcade; 连拱桥 multiple-arch bridge; multi-arch bridge; 连拱饰 arcading 管拱: pipeline overhead lifting 拱窗: arcaded windowarch windowarched window 砖拱: brick archbrick vaultbrickwork arch
- Example Sentences:
| 1. | Three - dimensional finite element analysis of spandrel groove high slope stability of xiluodu hydropower station in jinsha river , china
溪洛渡水电站拱肩槽高边坡稳定性的三维有限元分析 | | 2. | All the results can be utilized by engineers , during the designing and construction . the main conclusions are listed as follows : ( 1 ) based on the shortest line between weak interbed and limit of excavation and the location of point of intersection between limit of excavation , classification of weak interbed distribution is set up , and the distance of distribution is defined ; ( 2 ) according to the strength and deformation equivalent principle , influence zone of weak interbed is introduced , and a new method to simulating the weak interbed with thickness is built ; ( 3 ) some quantificational results on influence of weak interbed respectively at crown , right shoulder and right wall are summarized ; ( 4 ) some quantificational results on influence of weak interbed with the distance between weak interbed and limit of excavation 0 . 2d , 0 . 5d , l . od are gained ; ( 5 ) some quantificational results on influence of weak interbed in the rock mass with confining coefficient 0 . 38 , 1 . 0 , 1 . 5 , 2 . 0 , 3 . 0 are summed up ; ( 6 ) some quantificational results are summarized on influence of the underground surrounding rock mass stability with weak interbed , in the representational surrounding rock mass graded ii , iii , iv ; ( 7 ) according to the studying results some advices are suggested on designing of underground engineering
主要结论如下： ( 1 )以软弱夹层到开挖轮廓线最短距离和最短距离线与开挖轮廓线的交点位置为指标对软弱夹层的分布部进行了分类，并确定了软弱夹层分布距离； ( 2 )根据强度等效和变形等效的原则，引入了软弱夹层影响带的概念，建立了模拟软弱夹层厚度的一种新方法； ( 3 )总结出了软弱夹层分布在拱顶、右拱肩、右边墙时对地下洞室稳定性影响的量化指标； ( 4 )分析出了软弱夹层距开挖轮廓线0 . 2d 、 0 . 5d 、 1 . 0d三种情况对地下洞室稳定性影响的量化指标； ( 5 )总结出了在不同的侧压力系数( 0 . 38 、 1 . 0 、 1 . 5 、 2 . 0 、 3 . 0 )地应力场中软弱夹层对稳定性影响的量化指标； ( 6 )得出了在、 、代表性围岩中软弱夹层对稳定性影响量化结果； ( 7 )根据数值试验成果提出了在有软弱夹层围岩中地下洞室设计原则的几点新内容。 | | 3. | Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station . and the engineering geological conditions of rock mass are carefully studied in the paper . the modified csmr are adopted to perform the classification of the slope rock mass , the results of which are combined with the macroscopic stability of the high slope . on the basis of these , the methods of geological diagnosis and the finite element analysis are applied to analyze and compute the overall stability of the high slope
本文在阐明锦屏一级水电站坝区岩体的形成和演化特征的基础上，详细研究了拱肩槽高边坡岩体的结构特征及岸坡岩体浅表生改造特征，建立了岸坡岩体浅表生改造与岸坡演化模式，分析研究了岩体的物理力学性质，采用修正的csmr法对拱肩槽高边坡的岩体质量进行分级研究，在此上基础之上，采用地质分析判断和有限元分析等方法，对高边坡整体稳定性进行了系统分析、计算与评价；应用块体理论对高边坡的局部稳定性进行了分析计算，确定局部不稳定块体的规模、出露范围，从而对拱肩槽高边坡的局部稳定性有了系统全面的认识和了解。 | | 4. | ( 2 ) according to the forming model of the deep pull cracks , they can be divided into three classes pulled cracks - , pressed cracks and sheared cracks . ( 3 ) based on the two - dimensional and three - dimensional finite element methods . the following results can be affirmed : in the slope excavating process , the base surface will rebound in the direction of the excavating surface ' s excerior normal . the maximal displacements of the left and right bank are + 3 . 6cm and + 2 . 4cm ; the arch abutment will rebound in the direction of the river valley , the maximal displacements of the two bank are + 3 . 5cm and + 2 . 2cm ; the upstream and downstream surface will rebound in the direction of the normal direction . the maximal displacements are + 2 . 1cm and + 1 . 7cm . ( 4 ) the natural slope is stable
( 3 )通过二维及三维有限元分析得知，左右岸拱肩槽边坡在开挖过程中，开挖底面主要表现为朝开挖面外法线方向发生回弹，左右岸最大位移量分别为+ 3 . 6cm 、 + 2 . 4cm ；拱端面主要表现为向河谷方向发生侧向回弹，左右岸最大位移量分别为+ 3 . 5cm 、 + 2 . 2cm ；上下游坡面主要表现为向临空方向的回弹，左右岸最大位移量分别为+ 2 . 1cm 、 + 1 . 7cm ；开挖使岩体产生由卸荷回弹导致的倾倒拉裂现象。 | | 5. | It consists of four spandrel neon bands , each representing 15 minutes , and the colour changes from top to bottom . when the four bands are of the same colour , an hour has passed . more than an innovative clock , lightimetm has become a new symbol of hong kong in a similar way to which the eiffel tower reminds people of paris
这个报时器会在不同的时段内显示不同的颜色，它包括四截拱肩型的霓虹光管，每截光管由上而下顺序在十五分钟内转色，直至四截都转为同一个颜色，便代表已过了一小时。 | | 6. | In the excavating process of the left bank , such methods as concrete embolism , consolidation grouting > cable strengthening and bailing shoud be used when the fault f5 is round . on the right bank , the system anchorage and bailing methods shoud be used . it is surgested that the prestressed cable shoud be used to deal with the deterministic blocks . and the prestressed anchor to the undeterministic blocks
左岸拱肩槽边坡在开挖施工至断层f5附近时，要使用混凝土栓塞、固结灌浆、锚索加固及排水等措施以防止岩体失稳。右岸拱肩槽边坡开挖过程中要采取系统锚固及排水防渗等措施，以防止个别潜在不稳定的边坡失稳。 |
- Similar Words：
- "拱架压机" English translation, "拱架预压" English translation, "拱架支护" English translation, "拱架柱" English translation, "拱架钻机" English translation, "拱肩玻璃" English translation, "拱肩吊钩" English translation, "拱肩拱" English translation, "拱肩铰链" English translation, "拱肩墙" English translation
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