Chapter 3 Foundation 第三章 地基基础
multi-layer summation method natural subsoil negative skin friction net pressure net water pressure non-displacement pile non-reinforced spread foundation non-uniform soils normally consolidated offshore foundation optimum water content order of driving overburden pressure over-consolidated overturning of retaining wall pad foundation beneath columns partial tilting particle shape particle size passive earth pressure penetration depth penetration-resistant grade per liner meter pile cap pile defect pile failure pile failure mode pile foundation pile group pile point pile shaft pile shaft strength pile space pile type plastic limit plasticity index plate load test pore pressure pore water pressure porosity pre-cast concrete pile foundation －18－
分层总和法 天然地基 负摩阻力 净压力 净水压力 非挤土桩 无筋扩展基础 不均匀地基 正常固结 海岸基础 最佳含水量 打桩顺序 超载压力 超固结 挡土墙的倾覆 柱下独立基础 局部倾斜 颗粒形状 粒径 被动土压力 灌入深度 抗渗等级 每延米 承台 桩的缺陷 桩破坏 桩的破坏模式 桩基础 群桩 桩尖 桩身 桩身强度 桩距 桩型 塑限 塑性指数 平板载荷试验 空隙压力 空隙水压力 空隙率 混凝土预制桩基础 上册－英汉对照
Chapter 3 Foundation 第三章 地基基础
preloaded foundation soils primary consolidation primary settlement pull out resistance of footing at depth pull out resistance of shallow footing punching punching failure punching failure cone racked piles / raker piles/ batter piles raft foundation/ mat foundation redriving of piles reinforced earth reinforced earth wall retaining walls retraining structure rigid foundation risen pile rock rock anchor rock discontinuity structure plan rock-inlaid cast-in-situ pile rounded gravel rubble concrete foundation rubble foundation sample disturbance screw piles secondary consolidation settlement settlement observation settlement rate shallow foundation shear key in sliding wall side of pile group silky clay silky sand silky soil single-story bent structures skin friction of a pile skin area of piles slab foundation sliding moment －19－
预压地基 主固结 初始沉降 深基础的抗拔力 浅基础的抗拔力 冲切 冲切破坏 冲切破坏锥体 斜桩 筏基 桩复打 加劲土 加劲土墙 挡土墙 支挡结构 刚性基础 上抬的桩 岩石 岩锚 岩体结构面 嵌岩灌注桩 圆砾 毛石混凝土基础 毛石基础 土样扰动 螺旋桩 次固结 沉降，沉降量 沉降观测 沉降速率 浅基础 抗滑墙上的剪力键 群桩的周边 粉质粘土 粉沙 粉土 单层排架结构 桩侧摩阻力 桩周面积 平板式筏基 滑动力矩 上册－英汉对照
Chapter 3 Foundation 第三章 地基基础
sliding-resistant moment slip surface slope slope angle slope stability slurry excavation slurry trench pile slurry walls small displacement pile socket base socket foundation socket wall soft cohesive soil soil aggregate gravelly soil soil classification soil of high compressibility soil of low compressibility soil of medium compressibility soil-compacting effect /soil-squeezing effect soil-rock composite subgrade solidier pile spread foundation stability of foundation standard frost penetration (depth) standard penetration test (SPT) static water pressures steel sheet piles stepped foundation stiffened slab foundation stress increase stress release strip foundation beneath columns strip foundation beneath walls strip foundation with cross beams strip load struts critical depth subgrade subgrade bearing capacity substratum superstructure surface-empty phenomena －20－
抗滑力矩 滑动面 边坡 边坡坡角 边坡稳定性 泥浆开挖 泥浆护壁类桩型 泥浆连续墙 少量挤土桩 杯底 杯口基础 杯臂 软弱粘土 碎石土 土的分类 高压缩性土 低压缩性土 中压缩性土 挤土效应 土岩组合地基 直桩 扩展基础 地基稳定性 标准冻深 标准灌入试验 静止水压力 钢板桩 阶梯型基础 梁板式筏基 应力增量 应力释放 柱下条形基础 墙下条形基础 交叉条形基础 条形荷载 支撑临界深度 地基 地基承载力 下卧层 上部结构 脱空现象 上册－英汉对照
Chapter 3 Foundation 第三章 地基基础
the bearing stratum depth of foundation for settlement calculation the medium weathered rock the minimum reinforcement ratio the peripheral length of the pile shaft the principle of stress superposition the report of engineering geological survey the slightly weathered rock the Winkler foundation model three-pile cap thrust due to land slide tilting toe of retaining wall triaxial test ultimate load of pile group unconfined compression test undrained shear strength uniaxial compression unit weight of soil vertical bearing capacity of a pile void ratio/ porosity ratio water saturation weighted average gravitational density width-height ratio of step 持力层 地基沉降计算深度 中风化岩石 最小配筋率 桩身周长 应力叠加原理 工程地质勘查报告 微风化岩石 文可勒地基模型 三桩承台 滑坡推力 倾斜 挡土墙趾 三轴试验 群桩极限荷载 无侧限压缩试验 不排水抗剪强度 单轴压缩 土的容重 单桩竖向承载力 空隙比 水饱和 加权平均重度 台阶高宽比 －21－
上册－英汉对照
Chapter 4 Reinforcement Concrete 第四章 钢筋混凝土结构
Chapter 4 Reinforcement Concrete
abamurus abutment wall/flange wall accelerant/accelerated agent accelerated cement acceptance specification acid and alkali-resistant grout acid and alkali-resistant mortar addition agent adhesive adhesive attraction adhesive bitumen primer aeroconcrete age aggregate allowable stress design axial compression axial compressive load axial tension be bent cold beam depth beam-to-column connections bent-up bar bottom reinforcement boundary elements (or zones) bundle buttress cantilever beam cast-in-place concrete centroidal axis clear cover clear spacing clear span coarse aggregate collar tie beam/ring-beam column column-to-footing connection compression reinforcement －22－
第四章 钢筋混凝土结构
挡土墙，扶壁 翼墙 促凝剂 快凝水泥 验收规范 耐酸碱水泥浆 耐酸碱水泥砂浆 添加剂 胶粘剂 附着力 冷底子油 加气混凝土 龄期 骨料 容许应力设计 轴压 轴心压力 轴拉 冷弯 梁高 梁柱节点 弯起钢筋 底筋 边缘构件或区域 绑轧 扶壁柱 悬臂梁 现浇混凝土 中心轴 保护层 净距 净跨 粗骨料 圈梁 柱 柱脚节点 受压钢筋 上册－英汉对照