体上部 meaning in Chinese
dorsum
Examples
- The " qian " , or the revolving rotunda , is 47 metres in diameter , slopes upwards at an angle of 19 . 4 degrees and revolves once every 3 - 12 hours
“乾”即坛体上部转动的部分。其斜面直径为47米，呈19 . 4度倾斜向上，大约每3 - 12小时转动一周。 - Corrective level of calculation and analysis on foundation projects is determined by the choice of subsoil model and computation parameter for subsoil models , and there is the interaction of tube upper structure - piled raft - subsoil system
基础工程计算分析的正确程度主要取决于地基模型和计算参数的选择；筒体上部结构与地基、桩筏三者相互联系处于一个共同作用的完整系统中并且发生变形。 - Through these studies and analysis , following conclusions could be drawn : ( 1 ) it is necessary to study on harness engineering of landslide and dangerous rock since the main representations of this geological hazard are landslide and dangerous rock through geological investigation ; ( 2 ) it can be concluded though stability analysis that the dingzhuang landslide is stable naturally , which is identical to the in - situ investigation ; ( 3 ) through stability analysis , the landslide would slide if the water level dropped down from 175 . 10m to 156 . 0m and it rained successively after the three gorges reservoir work . ( 4 ) according to the results of calculation and the characteristic of the landslide , it is suggested that such measures as unloading at upper part , anchorage and pile supporting system and drainage system should be used on the landslide . ( 5 ) according to geological investigation , there are three kinds of dangerous rock in the engineering , those are failing - down rock , collapsing rock and sliding rock
因此有必要对滑坡进行治理； ( 4 )根据滑坡推力计算结果和本滑坡属牵引式滑坡的特点，滑坡体上部相对较稳定，中下部处于基本稳定或不稳定状态，因此建议此滑坡治理采用上部削坡减载与锚拉抗滑桩、挡墙进行支挡结合的处理方法，同时结合截排水等措施进行综合治理； ( 5 )根据地勘资料，通过对危岩体的形态、规模、基座和底界层及分布特点和分析，将本工程危岩体失稳崩塌的方式归纳为坠落式、倾倒式和滑塌式三种类型并分别提出相应的稳定性计算方法； ( 6 )分别对本工程中的危岩体进行了稳定性计算，并且发现其都处于不稳定状态，因此根据实际情况分别提出相应衬砌支撑和清理等加固治理措施，最后还对加固后的危岩体进行了校核计算，满足要求。 - In this paper the friction piles are used in zipingpu multi - purpose dam construction project , the spillway in the side slope is covered with overburden , the horizontal area is from sp . 0 + 200m to sp . 0 + 280m , the elevation is about from el . 810m to el . 950m , there is hard and integral rock under the overburden , which provides enough anchor ability , and it ' s requirement to set the friction pile at the appropriate place ; in order to improve the slope stability that suitable excavation or weeding off the disadvantage load on the landslide are good measures , for the scarp it ' s better to reduce the slope
摘要紫坪铺水利枢纽工程溢洪道桩号0 + 200 ~ 0 + 280 、高程810 ~ 950m范围的内侧边坡为覆盖层边坡，坡体下部有较为完整坚硬的岩石，具备提供足够锚固力的条件，在适当的位置可以考虑设置抗滑桩，再通过适量的开挖提高边坡稳定性，或将滑坡体上部不利于稳定的荷载挖除，对于陡坡的坡面可以将坡削缓，则效果会更好。