结构开挖的英文

• structural excavation
• structure excavation

• "结构"英文翻译    structure; composition; cons ...
• "开挖"英文翻译    excavate; working
• "结构开洞" 英文翻译 :    structural opening
• "结构开发" 英文翻译 :    mechanical development
• "压缩空气盾构开挖" 英文翻译 :    air shield driving
• "开放体系结构开发小组" 英文翻译 :    open architecture development group
• "开放体系结构开发组" 英文翻译 :    oadg open architecture development group
• "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
• "国家机构开支" 英文翻译 :    government expenses
• "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
• "深开挖" 英文翻译 :    deeexcavation; heavy cut
• "湿开挖" 英文翻译 :    wet cut; wet excavation

• On the basis of the others , according to the constructional feature of the constitution of the composed soil nails , the computation mode of the he strut frame made of composed soil nails was set up to analyze the distortion of the he strut frame made of composed soil nails when it is stressed . with the engineering data , the strut frame made of composed soil nails is analyzed with the program ababqus , and the effects of the distortion characters , the property of the deposition of the ground , the mechanical property of the soil nails , the variation of the length and the separation of the soil nails , and the diametric of the mixing piles on the strut frame made of composed soil nails , and the distortion property of the strut frame made of composed soil nails under different ground conditions
  在总结前人的研究成果下，针对复合土钉墙构造的特点，建立了模拟复合土钉墙受力变形的计算模型，并结合工程实测资料，运用大型通用有限元程序ababqus对复合土钉墙进行了有限元分析，详细讨论了复合土钉支护结构开挖过程中的变形特性、地面沉降性状、土钉受力性状；土钉长度变化、土钉间距变化、搅拌桩桩径变化对复合土钉支护结构的影响；复合土钉支护结构在不同地基条件下的变形特性。