结构专业常用英语词汇及短语
Words and vocabularies frequently ud in structure design
地基/Ground soil/subgrade
相对标高/reference level, 绝对标高/absolute level
地面标高/ground level, 室内标高/indoor level 室外标高/outdoor level
场地/site, 现场/field，施工/construction, 开挖/excavation, 不良地质/hazardous geology, 不均匀沉降/differential ttlement, 滑坡/land slide, 泥石流/soilfluction, 滚石/rolling stone
地质勘察/geology survey, 地勘报告/geology report, 施工勘察/geology survey during construction
持力层/bearing layer, 承载力/bearing capacity
基础埋深/embedment depth of foundation. 基坑/foundation pit, 基坑支护/protection of foundation pit
淤泥/silt , 扰动/disturb, 用…換填/replaced by…, 级配砂石/graded sand and crushed stone
砂/sand, 密实/den, 松散/loo, 稍密/slightly den, 中密/medium den，液化/liquefaction
黏土/clay, 可塑状/plastic, 坚硬/hardened
黄土/loess, 湿陷性/collapsible, 膨胀性/expansionary, 消除液化/eliminate liquefaction, 消除湿陷性/eliminate collapsibility, 探明基底以下不良地质/discover hazardous geology below foundation
冻土/frost soil, 标准冻土深度/standard frost penetration
标准贯入度/SPT, 载荷板试验/load plate test, 地基处理/soil treatment
回填土应分层夯实，分层厚度不大于300mm，压实系数应达到0.95，承载力应达到150kpa。/backfilling shall be compacted in layers of less than 300mm thick，compaction index shall reach 0.95, bearing capacity shall reach 150kpa.
人工填土/artificial backfilling, 杂填土/miscellaneous backfilling, 软土/weak soil，松散土/loo soil
用c15混凝土換填至基底标高/filled with c15 concrete up to bottom level of foundation.
卵石/cobble, 基岩/bedrock, 强风化/strongly weathered, 中风化/medium weathered, 微风化/slightly weathered, 天然抗压强度/compression strength at natural state
饱和抗压强度/compression strength at saturated state
岩溶/karst erosion, 溶洞/karst cavity, 地震参数/ismic parameter
场地地震设防烈度为七度/site ismic fortification is 7 grade
地面振动加速度0.15g/acceleration of ground motion is 0.15g
场地特征周期t=0.45s/site dominant period t=0.45s
场地最大风速120km/h/max wind velocity at site is 120km/h.
场地标准冻土深度1m/standard frost depth at site is 1m
本场地最大积雪厚度为800mm/Max snow cumulation depth is 800mm at site.
本子项0.000m标高相当于绝对标高500m/0.000m level in this item equals to absolute level of 500m.
基坑开挖至设计基底标高后应由地质工程师检查并确认持力层是否满足设计要求/When excavation reaches design level of foundation bottom, soil bearing layer shall be checked by geology engineer to make sure it conforms with design requirements.
基坑开挖至设计标高并验槽后应立即浇筑垫层混凝土，防止持力层软化/cushion concrete shall be cast as soon as possible to prevent softening of bearing soil after excavation reaches design level and soil bearing layer conformed by geology engineer.
桩底以下持力层厚度应大于5m或3倍身直径/Thickness of bearing layer below pile bottom shall be more than 5m or 3 times pile diameter whichever is larger.
桩身嵌入基岩0.5倍桩径且不小于500mm/Pile shall anchor into bedrock by 0.5 time pile diameter, which shall also not be less than 500mm.
