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shallow structure meaning in English

浅部构造

Examples

  1. The dislocation interfaces , which have different directions , different combinations , different scale , different deformation strength and different properties , are belonged to shallow structure . they are the products of multi - stages , multi - periods and multi - causes of movement during the himalayan epoch . they were controlled by and resulted from 2 structural stress fields of ne structure and nw structure
    由此认识到,坝区发育的不同方向、不同形态和组合型式、不同规模、不同变形强度和不同性质的错动带属于地壳浅部构造层次,是本区喜马拉雅运动多期次、多阶段、多成因的构造产物,分属于区域上ne向构造带和nw向构造带的构造成分,并受控于这两期构造的构造应力场。
  2. Shallow structure earthquakes are always concurrent with fault activities . evidence testifies that earthquakes often occurred densely near the place where the faults exist . there is an intimate relationship between earthquakes and active faults . so in analyzing the danger coefficient of earthquakes , it is very important to ascertain the locations and scale of earthquakes that will occur possibly in the future
    浅源地震总是伴随断裂活动而发生的,已有资料证实地震确实是在已有断裂面附近密集发生,地震与地表现有的活动断裂带有密切的关系。为进行地震危险性分析,确定未来可能发生地震的地段和强度是极为重要的。
  3. To get the stability of shallow structure foundation and adjacent seabed in cheng dao shallow sea area , we have made an investigation on high resolution echo depth side sonar and shallow strata section etc . and made use of experiment analysis of core , in situ , indoor to compute , analyze and assess the stability on new computing method
    为了得到埕岛海域浅水区构筑物地基及周边底床稳定性,本文通过高分辨率的回声测深、旁侧声纳及浅地层剖面等声学仪器勘查,并结合钻孔、现场和室内的实验分析,采用新的计算方法,对埕岛海域浅水区人工构筑物地基及周边底床稳定性进行了计算、分析和评价。
  4. Through analysis , we conclude that washing action of wave and flow is main power of evolvement of region of interest landform , structure lead to the fact that water area around shallow structure in cheng dao sea field has an increase about 0 . 3m / a through actual measurement , water depth increase rate around foundation is 0 . 25m / a , slope gradient of side slope averagely has a decrease of 5 % o a year , however marine hydropower wash rate through compute is 0 . 2m / a on underwater bottom , the wash rate on structure foundation is 0 . 35m / a
    分析认为,浪流的冲刷作用是研究区水深地形演化的主要动力,构筑物的存在,使埕岛海域浅水区人工构筑物周边水域实测年水深增加幅度约0 . 3m a ,地基附近水深增加速率0 . 25m a ,边坡坡度平均每年以5减缓,而计算得出的海洋水动力冲蚀速率在水下底坡为0 . 2m a ,在构筑物地基冲蚀速率达0 . 35m a 。

Related Words

  1. shallow donor
  2. shallow soil
  3. shallow diode
  4. shallow dredging
  5. shallow cut
  6. shallow arch
  7. shallow blasting
  8. shallow earthquake
  9. shallow placer
  10. shallow grouting
  11. shallow step
  12. shallow streams make most din
  13. shallow submarine cable
  14. shallow subsurface disposal
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