深开挖的英文

• deeexcavation
• heavy cut

• "深"英文翻译    deep
• "开挖"英文翻译    excavate; working
• "深开挖工程及建物保护" 英文翻译 :    deeexcavation and building protection
• "深开采" 英文翻译 :    heavy cut
• "开挖" 英文翻译 :    excavate; working◇开挖机 backactor; drag shovel; 开挖设备 excavation equipment; 开挖机械 excavation machinery
• "超深开采" 英文翻译 :    ultra-deep mining
• "大开挖" 英文翻译 :    heavy excavation
• "干开挖" 英文翻译 :    dry excavation; excavate in the dry; excavate in the water
• "净开挖" 英文翻译 :    net cut
• "开挖（挖方）" 英文翻译 :    excavation
• "开挖；发掘" 英文翻译 :    excavation
• "开挖法" 英文翻译 :    excavation method
• "开挖机" 英文翻译 :    excavating machine; grab; trench digger
• "开挖角" 英文翻译 :    angle of loosening
• "开挖量" 英文翻译 :    excavated volume
• "开挖料" 英文翻译 :    excavate material; excavated material
• "开挖面" 英文翻译 :    cut surface; excavated surface; face
• "开挖线" 英文翻译 :    excavation line; excavatoin line; line of excavation
• "开挖轴" 英文翻译 :    cutting
• "浅开挖" 英文翻译 :    shallow cut
• "湿开挖" 英文翻译 :    wet cut; wet excavation
• "形开挖" 英文翻译 :    v v cut
• "v形开挖" 英文翻译 :    v-cut
• "保护层开挖" 英文翻译 :    protective layer excavation
• "边坡开挖" 英文翻译 :    slope cutting; slope excavation

• Slope instability problems ; piles ; excavations ; tunnels
  斜坡的不稳定性；桩；深开挖；隧道
• Deep excavation and building protection
  深开挖工程及建物保护
• Practice amp; discussion on non curtain deep excavating dewatering engineering
  无帷幕深开挖降水工程实践及问题探讨
• This paper also presents a quantitative method to evaluate this creep effect
  本研究也提出一个可以评估深开挖土壤潜变效应的量化评估方法。
• Bridges , high - rise buildings , underground structures , tunnels , retaining structures for deep excavations
  桥梁高层建筑地下结构物隧道深开挖挡土结构
• Not only deformation was controlled , but also cost and engineering time were reduced
  作为大面积、深开挖的基坑工程既控制基坑变形又达到降低工程造价、缩短工期的目的。
• This paper presents the time - dependent performance of an well - instrumented excavation case using the top - down construction method
  摘要本文以一个有完整监测资料之深开挖案例来探讨其依时变形行为。
• In other words , soil creep may make significant contributions to diaphragm wall displacement and ground settlement in a deep excavation project in soft clay strata
  也就是说，对一个座落于粘土地层的深开挖工程而言，土壤潜变可能对壁体侧向变形及地表沈陷有显著的贡献。
• In this paper , author compare with shenzhen holiday plaza project ( be known as firstly deepest foundation pit , deepest excavation depth is 21m ) , use combinative method for theory guidance , test study , simulation analysis , project application and information feedback , entirely and deeply study prestress anchor cable composite soil nail , and also make a pilot study for deformation of pile anchor composite soil nail
  本文以深圳假日广场深基坑支护工程(号称“深圳第一坑” ,最深开挖21m )为背景,采用了理论指导、试验研究、模拟分析、工程应用和信息反馈相结合的方法,对预应力锚索复合土钉支护结构进行了全面深入的研究,对桩锚式复合土钉支护结构的变形进行了初步研究。
• This manner of change reflected the great influence of texture to rock mass quality . rock mass mechanical parameters corresponding to individual rock mass quality at different levels are determined by means of correlation analysis and statistical analysis . results show that calculation outcomes match well with measured mechanical parameters
  研究结果表明：对于混凝土重力坝，按照现在的深开挖方案，坝肩开挖后，土石方开挖量高达820x10 ‘ m ‘ ，且在72dri高程至坡顶将产生大范围的破坏区，采用工程治理将带来巨额的费用。