shallow structure meaning in English
浅部构造
Examples
- 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。 - 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。 - 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。 - 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 。