中间主应力的英文

• intermediate principal stress

• "中间"英文翻译    among; between
• "中间主应力影响系数" 英文翻译 :    parameter of the influence of intermediate stress
• "中间主正应力" 英文翻译 :    intermediate principal normal stress
• "主应力" 英文翻译 :    main stress; major stress; primary stress; principal stress; principle stress; prinipal component of stress; prinipal stress
• "中间主节点" 英文翻译 :    intermediate host node
• "中间主平面" 英文翻译 :    intermediate principal plane
• "中间主体" 英文翻译 :    intermediate host
• "中间主义" 英文翻译 :    centrism
• "中间主轴承" 英文翻译 :    intermediate main bearing
• "次主应力" 英文翻译 :    secondary principal stress
• "大主应力" 英文翻译 :    major principal stress
• "单位主应力" 英文翻译 :    principal unit stress
• "等主应力线" 英文翻译 :    isobar; line of equal principal stress; stress contours
• "第二主应力" 英文翻译 :    intermediate principal stress; minor principal stress; second principal stress
• "第三主应力" 英文翻译 :    minor principal stress
• "第一主应力" 英文翻译 :    first principal stress; major principal stress
• "径向主应力" 英文翻译 :    radial principal stress
• "平均主应力" 英文翻译 :    mean principle stress
• "视在主应力" 英文翻译 :    apparent principal stress; modified principal stress
• "小主应力" 英文翻译 :    minor principal stress
• "压缩主应力" 英文翻译 :    compressive principal stress
• "有效主应力" 英文翻译 :    principal effective stress
• "轴向主应力" 英文翻译 :    axial principal stress
• "主应力比" 英文翻译 :    principal stress ratio; ratio of principal stresses
• "主应力差" 英文翻译 :    deviator stress

• Strength criterion of rock and effect of medium principal stress
  岩石的强度准则及中间主应力的影响
• When the effect of intermediate principal stress was considered in different degrees , the dimensions and shapes of surrounding rock mass is rather different , and this phenomenon will be more obvious with the increase of the difference of horizontal stress and vertical stress
  当不同程度地考虑中间主应力的影响时，围岩塑性区形状和大小有较大不同，且随水平应力与垂直应力差异性的增大，这种影响趋于明显。
• The study sets up 3 - d definite element models in terms of the seismotectonics of danjiangkou reservoir area . the models use drucker - prager yielded criterion to stimulate material property , which consider the influences of average stress and the second main stress on material strength
  本文则根据丹江口库区的地质构造建立了三维有限元模型，采用drucker - prager屈服准则模拟岩石特性，即考虑了静水压力对材料屈服强度的影响，又考虑了中间主应力的影响。
• Depending on how the ground surface is denuded , the feature of the current crustal stress field and rock stress environment can be calculated analyzing the result in this paper : by analyzing the recovering feature of the elastic deformation of the rockmass in unload - stage under various pressures , it has been found there is close relationship between the recovering degree of the elastic deformation of the rockmass and the unloading degree of the pressure the direction of the major principal stress in the crustal stress field is not consistent with the direction of the crushing stress regional tectonics borne during the last tectonic movement . the evolving degree of the regional geomorphology evidently affects the current crustal stress field , which changes from the self - weight stress field to the horizontal stress field , with the changing of the eroding degree of the regional geomorphology ranging from valley area to hilly country to flat country . in valley area , where there is two stress belts , the bankslope s tress belt and the self - weight stress belt within the mountain . the direction of the major principal stress is nearly parallel to the ground surface and inclines towards the valley in the bankslope stress belt . it is nearly vertical in the self - weight stress belt
  通过本文的研究成果，根据区域性地貌的演化特征，我们可以大致地对现今地应力场进行判断：在分级卸荷条件下，岩体中弹性变形的恢复具有明显的规律性，这种规律对于研究地应力场的演变是有帮助的；地应力场中最大主应力方向与区域构造形迹在最近的构造运动中所受区域性挤压应力的方向无明显的对应性；区域性地貌形态的演化程度对现今地应力场的特征具明显的影响，随着区域性地貌侵蚀程度由峡谷区、丘陵区、平原区的变化，现今地应力场特征由自重应力场、水平应力场为主含少量自重应力场特征向水平应力场的规律变化；在峡谷区，山体中具有两个应力带：自重应力带和卸荷应力带，最大主应力方向在卸荷应力带中近平行于坡面并倾向于河谷、在自重应力带中近于直立；根据原始地面遭剥蚀的程度，可以大致地估算最大主应力和中间主应力的量值和方向；在丘陵区和平原区，最大主应力的方向近于水平，并与附近区域性侵蚀盆地和河流的展布方向基本平行，根据原始地面遭剥蚀的程度，可以大致估算其最大主应力的量值；根据区域性地貌形态的特征来分析工程区的现今地应力场特征，并进而大致了解岩石的应力环境，这种分析方法得出的结论与许多实际的地应力测试成果基本一致，对于大型水电工程地下厂房和压力隧洞的设计是有所帮助的。

• 中间主应力的日语：ちゅうかんしゅおうりょく