缓倾角的英文

• low dip angle
• low-angle dip

• "缓"英文翻译    slow; unhurried
• "倾角"英文翻译    dip; dip angle; incidence; p ...
• "缓倾角断层" 英文翻译 :    low-angle fault
• "缓倾角速度函数" 英文翻译 :    flat divelocity function
• "缓倾" 英文翻译 :    decantation
• "倾角" 英文翻译 :    [物理学] dip; [地] dip angle; [数学] incidence; pitch; inclination; [船舶工程] rake; angle of tilt◇倾角测量仪 dipmeter; 倾角测斜仪 depression position finder; 倾角计 inclinometer
• "缓倾法" 英文翻译 :    decantion
• "缓倾面" 英文翻译 :    shelving
• "缓倾斜" 英文翻译 :    easy gradient; flat dip; flat gradient; flat pitch; gentle dip; gentle slope; low pitch; low-angle dip; moderate dip; slight pitch
• "缓倾翼" 英文翻译 :    low reversals
• "缓倾层理" 英文翻译 :    flat-lying bedding
• "缓倾短翼" 英文翻译 :    short shallow-dipping limb
• "缓倾断层" 英文翻译 :    flat fault; low angle fault; low-angle fault
• "缓倾断层面" 英文翻译 :    shallow-dipping fault plane
• "缓倾构造" 英文翻译 :    shallow dipping structure; shallow-dipping structure
• "缓倾海底" 英文翻译 :    shelving bottom
• "缓倾节理" 英文翻译 :    gently dipping joint
• "缓倾斜层" 英文翻译 :    flat dipping beds
• "缓倾斜的" 英文翻译 :    flat pitching; semi steep; semi-steep; slightly dipping
• "缓倾斜矿脉" 英文翻译 :    flat lode
• "缓倾斜煤层" 英文翻译 :    gently inclined coal seam; lightly pitching coal
• "缓倾斜巷道" 英文翻译 :    inclined haulage or drift; inclined haulage road
• "平缓倾伏" 英文翻译 :    low plunge
• "平缓倾斜" 英文翻译 :    gentle dip; gentle slope; light pitch; low dip
• "平缓倾斜组" 英文翻译 :    group of gentle dipping

• The body movement mode of the landslide is a high speed monoblock sliding which lead the fluidization of the clay in the shear zone
  其顺层主体连接缓倾角阻滑区的结构是孕育高速滑坡的典型结构。
• In order to obtain a precise description to the joint persistence ration , the author define two types of persistence ration according to different methods of measuring and statistics
  因此，边坡中sn向中缓倾角节理的发育程度及连通状况的确定是正确评价边坡岩体稳定性的前提。
• No . 15 fault of yunfeng dam is a low angle one . its space structure is very complex . had not been disposed thoroughly during the period of construction , it has become the control factor in yunfeng hydroelectric project
  云峰宽缝重力坝右f _ ( 15 )断层为一个顺河向、缓倾角大断层，空间结构非常复杂，是影响大坝安全运行的控制因素。
• In this article , seepage and stability against deep sliding are studied and discussed in detail as regard to dongzhang dam which has glacis weak surfaces in the dam foundation , some valuable results are obtained
  本文结合坝基含有缓倾角软弱夹层的东张水库大坝工程，对坝基渗流及抗滑稳定性问题进行了较为深入的研究，得出了一些有意义的结论。
• ( 3 ) ensemble character of structural planes as follows : in left dam abutment , meta basalt schistosity is main , and the structure is clockwise . low dip angle jointing did n ' t develop in rock mass ; in right dam abutment , rupture and jointing structural plane is main , and the structure is reversed . the structure was of obvious macroscopical slaty character
  ( 3 )通过对上述结构面的分析，得出其总体特征为：左坝肩以变玄武岩片理为主体，呈顺向结构，岩体内缓倾角节理极不发育；右坝肩主要为断裂及节理型结构面，呈反向结构，且具有明显的宏观板状结构特征，并发育有一定厚度的构造软岩带。
• ( 5 ) rock mass stability analysis on dam abutment of xia luo - yu damsite as follows : in left dam abutment , sideslip control structure has been relatively integrate , and low dip angle jointing did n ' t develop , so integrate sliding deformation control structure could n ' t been formed in three - dimensional space and rock mass stability could n ' t been influenced badly ; in right dam abutment , indicate rock mass distortion was caused by the rock mass mechanics condition , such as specific rock mass structure , compression stress concentrate with high strength and especial landform and so on
  ( 5 )对下落鱼坝址坝肩岩体稳定问题的分析得出：左坝肩岩体虽然具有相对较完整的侧滑控制结构，但由于缓倾角节理不发育，故在三维空间上不能形成完整的滑移变形控制结构，亦不会对坝肩岩体稳定性产生严重影响：右坝肩岩体复杂变形，是在特定的岩体结构、高强度的压应力集中及特殊的地形等不可或缺的岩体力学条件下产生的。
• In sichuan red basin , excavating cuttings in gently inclined red beds composed of sandstone and mudstone intercalations , mudstone would be indented inward by weathering , and result in a niche on the slope surface . slope , and the bearing force of the support structure must computed in design . in this paper , the overlying sandstone bed is regarded as cantiever beam , and a calculation method for the bearing force is developed , a calculation example is also given
  分析了四川盆地缓倾角红层地质结构特征，将下覆泥岩风化形成凹岩腔后的砂岩视为悬臂岩梁，提出了一种计算泥岩风化凹进极限深度及在设计支撑柱时计算支护力的计算方法，并给出一个计算示例。
• Finally , the stress and strain distributions of dam foundation in which there have glacis weak surfaces are studied by means of nonlinear fem . with deducing parameters of weak surfaces gradually , stability of the dam against deep sliding is verified . therefore safety of dam and foundation would be estimated
  5 、运用非线性有限元法研究了东张水库重力坝含有缓倾角软弱夹层的坝基应力、应变情况，用逐步降低夹层材料参数的方法核算大坝的抗滑稳定，以此评价大坝及坝基的安全性。
• The overall fill amount of the airport is 1091 . 2347 noyriastere and the height of the fill is almost 60m , with pertains to the high fill projects of the airport , whose site to prography and lithology is very varied . the basement of the till area is a slope dip place of slow dip downhill roch . there the research on the stability of the side slope filled is very necessary , this is because not only the design construction operation and investment of project is under influence , but also the feasibility of the projecct is also restricted , which is the key of the successful construction of the airport
  为开发资源，改善投资环境而兴建的荔波机场位于贵州省荔波县东北约12km ，机场总填方量1091 . 2347万m ~ 3 ，填方高度近60m ，属高填方机场，其场址地形及岩性复杂，填方区基底为缓倾角顺坡岩层的斜坡地区，因此填方边坡的稳定问题研究是十分必要的，因为不仅影响到工程设计、施工、运行和工程投资，甚至制约着工程的可行性，是机场安全顺利建设的关键。
• It reveals that the slope stability is mainly controlled by a set of joingts nearly parallel to the slope surface with a moderate to gentle dip angel . obvisouly , its persistence ration is the most important factor among all th e charatcteristics related to the stability analysis . on the other hand , the nature slopes and the excavated ones show a series superficial deformation and failure phenomena related to unloading process and time - dependent deformation , which are all described and recorded in detail in author ' s work
  经过现场地质调查发现，边坡中一组sn向中缓倾角结构面对边坡的失稳具有控制意义，它的存在导致了边坡可能的失稳模式为平面滑动，即当坡脚被剥蚀或进行切脚开挖时，发生沿边坡内sn向中缓倾节理滑移，沿后缘陡裂张开的一种滑动失稳模式。