插入深度的英文

• depth of immersion
• depth of penetration
• depth of submersion

• "插入"英文翻译    insert; infix; run in; break ...
• "深度"英文翻译    degree of depth; depth
• "渗入深度；插入深度" 英文翻译 :    depth of penetration
• "电极插入深度" 英文翻译 :    depth of electrode insertion
• "有效插入深度" 英文翻译 :    effective insertion depth
• "十字槽插入深度" 英文翻译 :    countersunk flat head screws-: penetration depth of cross recesses
• "车把手立管插入深度标记" 英文翻译 :    handlebar stem -insertion-depth mark or positive stop
• "座垫轴插入深度记号" 英文翻译 :    seat pillar insertion mark
• "打入深度" 英文翻译 :    driving depth; ramming depth
• "贯入深度" 英文翻译 :    depth of penetation; depth of penetration; penetration depth
• "浸入深度" 英文翻译 :    immersion depth
• "埋入深度" 英文翻译 :    depth of burying; length of embedment; setting depth; settingdepth
• "嵌入深度" 英文翻译 :    insert depth
• "切入深度" 英文翻译 :    einstechtiefe depth of recess
• "侵入深度" 英文翻译 :    depth of invasion; invasion depth; invasiondepth
• "透入深度" 英文翻译 :    depth of penetration; penetration depth; penetration of current; skin depth
• "下入深度" 英文翻译 :    depth of setting; landing depth; sd
• "旋入深度" 英文翻译 :    screw in depth; screw-in depth
• "旋入深度(螺纹)" 英文翻译 :    entrance length
• "桩入深度" 英文翻译 :    hold of pile
• "磁通透入深度" 英文翻译 :    flux penetration
• "电杆埋入深度" 英文翻译 :    setting depth
• "电极浸入深度" 英文翻译 :    electrode penetration
• "电流透入深度" 英文翻译 :    depth of current penetration
• "降雨渗入深度" 英文翻译 :    rainfall penetration

• 6 . min . inserting depth of thermal resistance
  6 .热电阻最小插入深度
• Pole type : plug - in depth l1 m distance from probe to flange
  杆式：插入深度l米探头到法兰的距离
• Pole type : insert depth l m distance from the probe to flange
  杆式：插入深度l米探头到法兰的距离
• 6 . the key to exactly measure the temperature is accurate immersion length
  6精确的插入深度，是准确测温的关键。
• The influences on the behaviors of excavation are discussed due to the stiffness ( width ) of the retaining wall , the embedded length of the wall and the strut stiffness
  探讨了围护结构刚度(墙体宽度) 、墙体插入深度和支撑刚度对基坑性状的影响。
• Allowed working pressure not only relate to material diameter thickness of protective tube it is also relative with its structure form setting measure inserting depth velocity of flow and sorts about measured medium , etc
  允许工作压力不仅与保护管材料直径壁厚有关还与其结构形式安装方法插入深度以及被测介质的流速和种类有关。
• To meet the bandwidth requirements , a two - layer electromagnetically coupled rectangular microstrip antenna was introduced to the system . the influence of the inset position and the air thickness between the two layers on the impedance , resonant frequency , as well as the bandwidth was investigated
  为使天线达到系统要求,本文设计了两层电磁耦合矩形微带天线,分析了影响天线性能的微带馈线插入深度,微带馈线与贴片间距以及空气层厚度这三个参数。
• The factors affecting the spatial effects of the deep foundation pit are researched in detail with the mutual deformation analysis method . these factors include the plane dimensions of pit , ring beam , middle beams , corner braces , embedded depth and brace stiffness . the results are compared with those of two - dimensional analysis , and their differences and adaptability are clarified
  此外，本文还利用共同变形分析方法，对影响深基坑空间效应的诸多因素(包括基坑的平面尺寸效应、圈梁和腰梁效应、角撑效应、桩身插入深度和支撑刚度等)进行了深入探讨，并与目前常用的平面分析方法做了比较，指出了两者的区别及其适用性。
• The principal conclusions include : ( a ) the composite system is composed of both active - bearing structural members and inactive - bearing ones , being of a character of combination of rigid retaining structures with flexible ones , so its working mechanism will be behaved as sharing loadings , waterproof and impermeability , loading transfer , local reinforcement and pre - reinforcement ; ( b ) the experimental results show that much more subsoil will participate in retaining action , soil stresses of internal slope will be shared uniformly and deflections caused by excavation will be reduced notably because of cooperation of nails and cement - soil mixing pile wall ; and ( c ) the internal forces of facing in vertical model will be a control factor of design and the cross section tensile strength of cement - soil wall will govern strength of the
  主要研究结论有： ( 1 )复合土钉支护的作用机理主要为临时加固土体以保证局部稳定、有机联系以共同承担荷载、改善土体性质起到止水抗渗作用。 ( 2 )试验结果表明：复合土钉支护能够充分调动周围土体共同作用，有效地控制基坑变形；复合土钉支护中止水帷幕的插入深度和强度对控制边坡变形与失稳有较大作用；复合土钉支护效果明显优于一般的土钉支护。 ( 3 )面层与边坡土体共同变形，设计时可按外力作用下的弹性地基梁进行计算。
• The studied factors respectively are : length of soil nailing , insert deepness of piles , friction force of soil nailing interface , declination angle of soil nailing , horizontal spacing of soil nailing , rows of soil nailing , unit weight of soil , friction angle , unit cohesion , overload of slope , diameter of soil nailing
  这11个因素分别为：土钉(锚管)长度、土钉直径、土钉界面摩擦力、土钉下倾角、土钉水平间距、土钉排数、土体重度、内摩擦角、粘聚力、坡顶超载、板桩插入深度。