底隆起的英文

• bottom heave=basal heave

• "底"英文翻译    bottom; base
• "隆起"英文翻译    rise; tuberositas; bulge; pr ...
• "海底隆起" 英文翻译 :    submarine swell; subsea elevation; swell of seafloor
• "基底隆起" 英文翻译 :    basal heave; basement high; basement uplift
• "基坑底隆起" 英文翻译 :    basal heave
• "坑底隆起" 英文翻译 :    bottom heave
• "基底隆起破坏" 英文翻译 :    base heave failure
• "坑底隆起；底鼓；底部隆起" 英文翻译 :    bottom heave
• "基坑开挖与降水基底隆起" 英文翻译 :    heave of base
• "隆起" 英文翻译 :    [地质学] rise; tuberositas; bulge; protuberate; eminentia; hump; uplift; upheaval; heave; intumescentia; lifting; cripling; swelling; scabrosity; welt; symon fault; hoove-up (指底板); raise; tenting; eminence;◇隆起带 upwarping zone; uplifted zone; 隆起区 bulge region; rise region; 隆起翼 rise flank
• "沙底隆的雷诺" 英文翻译 :    hrey_d
• "巴底隆神殿模式" 英文翻译 :    parthenon model
• "背隆起" 英文翻译 :    dorsal hump
• "额隆起" 英文翻译 :    frontal eminence
• "腹隆起" 英文翻译 :    ventral tubercle
• "古隆起" 英文翻译 :    palaeohigh
• "后隆起" 英文翻译 :    after wale; after-wale
• "眶隆起" 英文翻译 :    orbital tubercle
• "隆起, 隆凸" 英文翻译 :    eminelntia
• "隆起,隆凸" 英文翻译 :    eminentia
• "隆起；平错" 英文翻译 :    heave
• "隆起；上升" 英文翻译 :    upheaval
• "隆起部" 英文翻译 :    crown
• "隆起处" 英文翻译 :    bumcontact; bumpad
• "隆起带" 英文翻译 :    mole track

• An inquiry into the problem of upheaval in the bottom of the deep foundation pit
  对深基坑坑底隆起问题的探讨
• Bottom heave basal heave
  基坑底隆起
• Ground subsidence , rebound deformation and horizontal deflection were measured , displacements inside the excavated slope were monitored and ground cracks and failure modes caused by extra excavation were investigated
  测试内容包括土体位移、地表沉降、基底隆起、地面裂缝及超挖引起的破坏形态。
• Regarding foundation - pit scope of numerical analysis as a system ; settlement of foundation - pit boundary , displacement of retaining structure and swell of foundation - pit bottom as output of the system ; factors during construction of draining water , earth excavation and retaining structure as input of the system
  为此视基坑数值分析范围为一个系统，基坑周边沉降、支护结构位移和坑底隆起为系统输出量，降水、开挖和支护施工各工况中变化的因素为系统输入量。
• Based on analysis of geologic foundation record about pingzhuang basin , a lot of sino - foreign geothermal geology record and investigation of field geology , measuring of ground temperature in person and geo - chemical analysis of ascension spring , gushing water of fault , the fact that the anomaly of geothermal gradient of pingzhuang basin , which is in region of low geothermal gradient , is caused by redistribution of conduction - oriented geothermal heat flow which is result from upheaval and depression of basin foundation bed is pointed out . after the field of ground temperature is simulated under the background of conduction - oriented geothermal heat flow by means of ansys , the characteristic of ground temperature distribution of top surface of basin foundation bed ( yixian team ) is revealed . the sound condition of transmissibility fault and feeding water source , which are imperative in formation of the low - medium temperature geothermal system of convective type , is possessed in pingzhuang basin
  通过对平庄盆地基础地质资料、国内外大量地热地质资料的分析和野外地质调查、矿井实测地温以及上升泉、断层涌水的地球化学分析等工作基础上，指出地处低地温梯度背景区的平庄盆地地温梯度异常是由于盆地基底隆起和坳陷引起传导型大地热流再分配所致；运用州sys数值模拟了大地热流向地表传导背景下的盆地地温场，从而揭示了盆地基底(义县组)顶界面地温分布特征；阐明了盆地具有形成中低温对流型地热系统所必需的导水断裂、补给水源等的良好条件，中低温对流型地热系统是地热勘查的主要对象；圈定了平庄盆地北部朝阳沟?骆驼营子地热勘查远景区。
• This paper focuses on a discussion of following issues through a combined of theoretical analysis and numerical calculation , and of theory - oriented , engineering analogy , experience and quantitative test . the stability analysis of slopes of deep foundation pit ; checking caculation of tensile breaking limiting condition of soil - nailing , grouting nail sheath anchored limit condition , rising of bottom of foundation pit and piping . measures are proposed for applying this method to slit stratification in disadvantage geologic
  本文介绍了土钉支护技术的发展及作用机理，并结合工程实例，采用以理论为基础，重点研究探讨了土钉支护在深基坑边坡稳定分析、土钉抗拉断裂极限状态验算、整体稳定性验算、注浆钉包裹体锚固极限状态验算、基坑底隆起验算、抗管涌验算等方面设计计算方法，并提出了在其它不利地质环境中采用土钉支护应采取相应的措施。
• The authors hold that the joint actions of numerous factors such as the upper mantle uplifted zone ( the mantle thinned zone of lithosphere ) , the upper mantle anomalous area ( relatively low - velocity area ) , the uplifted zone of intracrustal high - conductivity layer , the deep fault ( shear zone of lithosphere ) , the margin of the crust - upper mantle uneven masses , the basement uplifted area reflected by gravity high , the magmatic belt and tectonic intersection reflected by skipped magnetic field , control the distribution of auriferous skarn deposits and copper ( associated with gold ) skarn deposits
  作者认为，上地幔隆起带（岩石圈地幔减薄带） 、上地幔异常区（相对低速区） 、壳内高导层隆起带、深断裂（岩石圈剪切带） 、地壳上地幔不均匀性块体的边缘、重力高反映的基底隆起区、跳跃磁场反映的岩浆岩带和构造交汇处等诸多因素的共同作用控制著含金夕卡岩矿床和铜伴生金夕卡岩矿床的分布。
• In this article , geotechnical engineering numerical analysis program flac4 . 0 is used , working mechanism and main influential factor of composite soil nailing system with step excavation was calculated in detailed , contain distribution and influential factors of axial force and the max axial force in soil nails ; the variation of axial force in anchors ; the variation and influential factor of foundation pit horizontal displacement , ground surface settlement , ground surface horizontal displacement and rebound deformation
  本文采用岩土工程数值分析软件flac4 . 0 ,对桩锚复合土钉支护在分步开挖下的工作性能和主要影响因素进行了详细的计算,分析了土钉轴力和最大轴力的分布规律、影响因素;锚杆轴力的变化规律;基坑水平位移、地表沉降、地表水平位移和坑底隆起的变化规律以及影响因素的敏感程度。
• This paper discusses the basic principle and method of the design of the retaining structure with account into deformation controlling by analyzing the relationship between horizontal displacement , vertical subsidence , and basement uplift , by studying the mechanism of the deformation on retaining structure and the influencing factors . the author also provides a method for predicting the displacement of retaining structures by means of neural network
  本文在总结深基坑工程设计与施工实践的基础上，提出了基坑支护设计方案优选方法，以变形控制为主对基坑支护设计方法进行了探讨，分析基坑水平位移、垂直沉降与基底隆起的有机联系，总结分析了影响围护结构变形的影响因素，阐述了变形控制设计的基本原理与主要内容。