体上部的英文

• dorsum

• "体"英文翻译    body; part of the body
• "上部"英文翻译    headpiece; ridge
• "身体上部" 英文翻译 :    upper body part
• "物体上部" 英文翻译 :    upper body
• "尾突出体上部" 英文翻译 :    u er counter; upper counter
• "玻璃体上部脱离" 英文翻译 :    superior detachment of vitreous
• "船尾突出体上部" 英文翻译 :    u er counter; upper counter
• "植入体上部结构" 英文翻译 :    implant superstructure denture
• "植入体上部结构附着材料" 英文翻译 :    implant superstructure attaching material
• "植入体上部结构附着体" 英文翻译 :    implant superstructure attachment
• "植入体上部结构连接杆" 英文翻译 :    implant superstructure connectors
• "植入体上部结构上的牙" 英文翻译 :    implant superstructure tooth
• "植入体上部结构支架" 英文翻译 :    implant superstructure frame
• "上部" 英文翻译 :    headpiece; ridge◇上部建筑 top-out; 上部截槽 overcut; 上部结构 [土] superstructure; 上部矿层 overlying seam
• "身体上，肉体上" 英文翻译 :    physically (l03)
• "大体上" 英文翻译 :    by and large; grosso modo 从大体上说来, 就业条件是好的。 taking it by and large, the conditions of employment are good
• "具体上" 英文翻译 :    in concreto
• "肉体上" 英文翻译 :    animally; corporeally
• "身体上" 英文翻译 :    physically
• "总体上" 英文翻译 :    as a whole; in the mass; on the whole
• "表上部" 英文翻译 :    table top cabinet
• "川上部" 英文翻译 :    kawakamibe
• "地上部" 英文翻译 :    overground part
• "法上部" 英文翻译 :    dharmottarīy
• "腹上部" 英文翻译 :    antecardium; anticardium; epigastrium

• 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。