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stonezhang

金虫 (小有名气)

[交流] 【转贴】土木工程专业英语词汇(上)

. 综合类
大地工程geotechnical engineering
反分析法back analysis method
基础工程foundation engineering
临界状态土力学critical state soil mechanics
数值岩土力学numerical geomechanics
土soil, earth
土动力学soil dynamics
土力学soil mechanics
岩土工程geotechnical engineering
应力路径stress path
应力路径法stress path method
2. 工程地质及勘察
变质岩metamorphic rock
标准冻深standard frost penetration
冰川沉积glacial deposit
冰积层(台)glacial deposit
残积土eluvial soil, residual soil
层理beding
长石feldspar
沉积岩sedimentary rock
承压水confined water
次生矿物secondary mineral
地质年代geological age
地质图geological map
地下水groundwater
断层fault
断裂构造fracture structure
工程地质勘察engineering geological exploration
海积层(台)marine deposit
海相沉积marine deposit
花岗岩granite
滑坡landslide
化石fossil
化学沉积岩chemical sedimentary rock
阶地terrace
节理joint
解理cleavage
喀斯特karst
矿物硬度hardness of minerals
砾岩conglomerate
流滑flow slide
陆相沉积continental sedimentation
泥石流mud flow, debris flow
年粘土矿物clay minerals
凝灰岩tuff
牛轭湖ox-bow lake
浅成岩hypabyssal rock
潜水ground water
侵入岩intrusive rock
取土器geotome
砂岩sandstone
砂嘴spit, sand spit
山岩压力rock pressure
深成岩plutionic rock
石灰岩limestone
石英quartz
松散堆积物rickle
围限地下水(台)confined ground water
泻湖lagoon
岩爆rock burst
岩层产状attitude of rock
岩浆岩magmatic rock, igneous rock
岩脉dike, dgke
岩石风化程度degree of rock weathering
岩石构造structure of rock
岩石结构texture of rock
岩体rock mass
页岩shale
原生矿物primary mineral
云母mica
造岩矿物rock-forming mineral
褶皱fold, folding
钻孔柱状图bore hole columnar section
3. 土的分类
饱和土saturated soil
超固结土overconsolidated soil
冲填土dredger fill
充重塑土
冻土frozen soil, tjaele
非饱和土unsaturated soil
分散性土dispersive soil
粉土silt, mo
粉质粘土silty clay
高岭石kaolinite
过压密土(台)overconsolidated soil
红粘土red clay, adamic earth
黄土loess, huangtu(China)
蒙脱石montmorillonite
泥炭peat, bog muck
年粘土clay
年粘性土cohesive soil, clayey soil
膨胀土expansive soil, swelling soil
欠固结粘土underconsolidated soil
区域性土zonal soil
人工填土fill, artificial soil
软粘土soft clay, mildclay, mickle
砂土sand
湿陷性黄土collapsible loess, slumping loess
素填土plain fill
塑性图plasticity chart
碎石土stone, break stone, broken stone, channery, chat, crushed sto
ne, deritus
未压密土(台)underconsolidated clay
无粘性土cohesionless soil, frictional soil, non-cohesive soil
岩石rock
伊利土illite
有机质土organic soil
淤泥muck, gyttja, mire, slush
淤泥质土mucky soil
原状土undisturbed soil
杂填土miscellaneous fill
正常固结土normally consolidated soil
正常压密土(台)normally consolidated soil
自重湿陷性黄土self weight collapse loess
4. 土的物理性质
阿太堡界限Atterberg limits
饱和度degree of saturation
饱和密度saturated density
饱和重度saturated unit weight
比重specific gravity
稠度consistency
不均匀系数coefficient of uniformity, uniformity coefficient
触变thixotropy
单粒结构single-grained structure
蜂窝结构honeycomb structure
干重度dry unit weight
干密度dry density
塑性指数plasticity index
含水量water content, moisture content
活性指数
级配gradation, grading
结合水bound water, combined water, held water
界限含水量Atterberg limits
颗粒级配particle size distribution of soils, mechanical composi
tion of soil
可塑性plasticity
孔隙比void ratio
孔隙率porosity
粒度granularity, grainness, grainage
粒组fraction, size fraction
毛细管水capillary water
密度density
密实度compactionness
年粘性土的灵敏度sensitivity of cohesive soil
平均粒径mean diameter, average grain diameter
曲率系数coefficient of curvature
三相图block diagram, skeletal diagram, three phase diagram
三相土tri-phase soil
湿陷起始应力initial collapse pressure
湿陷系数coefficient of collapsibility
缩限shrinkage limit
土的构造soil texture
土的结构soil structure
土粒相对密度specific density of solid particles
土中气air in soil
土中水water in soil
团粒aggregate, cumularpharolith
限定粒径constrained diameter
相对密度relative density, density index
相对压密度relative compaction, compacting factor, percent compa
ction, coefficient of compaction
絮状结构flocculent structure
压密系数coefficient of consolidation
压缩性compressibility
液限liquid limit
液性指数liquidity index
游离水(台)free water
有效粒径effective diameter, effective grain size, effective size
有效密度effective density
有效重度effective unit weight
重力密度unit weight
自由水free water, gravitational water, groundwater, phreatic water
组构fabric
最大干密度maximum dry density
最优含水量optimum water content
5. 渗透性和渗流
达西定律Darcy s law
管涌piping
浸润线phreatic line
临界水力梯度critical hydraulic gradient
流函数flow function
流土flowing soil
流网 flow net
砂沸sand boiling
渗流seepage
渗流量seepage discharge
渗流速度seepage velocity
渗透力seepage force
渗透破坏seepage failure
渗透系数coefficient of permeability
渗透性permeability
势函数potential function
水力梯度hydraulic gradient
6. 地基应力和变形
变形deformation
变形模量modulus of deformation
泊松比Poisson s ratio
布西涅斯克解Boussinnesq s solution
残余变形residual deformation
残余孔隙水压力residual pore water pressure
超静孔隙水压力excess pore water pressure
沉降settlement
沉降比settlement ratio
次固结沉降secondary consolidation settlement
次固结系数coefficient of secondary consolidation
地基沉降的弹性力学公式elastic formula for settlement calculation
分层总和法layerwise summation method
负孔隙水压力negative pore water pressure
附加应力superimposed stress
割线模量secant modulus
固结沉降consolidation settlement
规范沉降计算法settlement calculation by specification
回弹变形rebound deformation
回弹模量modulus of resilience
回弹系数coefficient of resilience
回弹指数swelling index
建筑物的地基变形允许值allowable settlement of building
剪胀dilatation
角点法corner-points method
孔隙气压力pore air pressure
孔隙水压力pore water pressure
孔隙压力系数Apore pressure parameter A
孔隙压力系数Bpore pressure parameter B
明德林解Mindlin s solution
纽马克感应图Newmark chart
切线模量tangent modulus
蠕变creep
三向变形条件下的固结沉降three-dimensional consolidation settl
ement
瞬时沉降immediate settlement
塑性变形plastic deformation
谈弹性变形elastic deformation
谈弹性模量elastic modulus
谈弹性平衡状态state of elastic equilibrium
体积变形模量volumetric deformation modulus
先期固结压力preconsolidation pressure
压缩层
压缩模量modulus of compressibility
压缩系数coefficient of compressibility
压缩性compressibility
压缩指数compression index
有效应力effective stress
自重应力self-weight stress
总应力total stress approach of shear strength
最终沉降final settlement
7. 固结
巴隆固结理论Barron s consolidation theory
比奥固结理论Biot s consolidation theory
超固结比over-consolidation ratio
超静孔隙水压力excess pore water pressure
次固结secondary consolidation
次压缩(台)secondary consolidatin
单向度压密(台)one-dimensional consolidation
多维固结multi-dimensional consolidation
固结consolidation
固结度degree of consolidation
固结理论theory of consolidation
固结曲线consolidation curve
固结速率rate of consolidation
固结系数coefficient of consolidation
固结压力consolidation pressure
回弹曲线rebound curve
井径比drain spacing ratio
井阻well resistance
曼代尔-克雷尔效应Mandel-Cryer effect
潜变(台)creep
砂井sand drain
砂井地基平均固结度average degree of consolidation of sand-drained ground
时间对数拟合法logrithm of time fitting method
时间因子time factor
太沙基固结理论Terzaghi s consolidation theory
太沙基-伦杜列克扩散方程Terzaghi-Rendulic diffusion equation
先期固结压力preconsolidation pressure
压密(台)consolidation
压密度(台)degree of consolidation
压缩曲线cpmpression curve
一维固结one dimensional consolidation
有效应力原理principle of effective stress
预压密压力(台)preconsolidation pressure
原始压缩曲线virgin compression curve
再压缩曲线recompression curve
主固结primary consolidation
主压密(台)primary consolidation
准固结压力pseudo-consolidation pressure
K0固结consolidation under K0 condition
8. 抗剪强度
安息角(台)angle of repose
不排水抗剪强度undrained shear strength
残余内摩擦角residual angle of internal friction
残余强度residual strength
长期强度long-term strength
单轴抗拉强度uniaxial tension test
动强度dynamic strength of soils
峰值强度peak strength
伏斯列夫参数Hvorslev parameter
剪切应变速率shear strain rate
抗剪强度shear strength
抗剪强度参数shear strength parameter
抗剪强度有效应力法effective stress approach of shear strength
抗剪强度总应力法total stress approach of shear strength
库仑方程Coulomb s equation
摩尔包线Mohr s envelope
摩尔-库仑理论Mohr-Coulomb theory
内摩擦角angle of internal friction
年粘聚力cohesion
破裂角angle of rupture
破坏准则failure criterion
十字板抗剪强度vane strength
无侧限抗压强度unconfined compression strength
有效内摩擦角effective angle of internal friction
有效粘聚力effective cohesion intercept
有效应力破坏包线effective stress failure envelope
有效应力强度参数effective stress strength parameter
有效应力原理principle of effective stress
真内摩擦角true angle internal friction
真粘聚力true cohesion
总应力破坏包线total stress failure envelope
总应力强度参数total stress strength parameter
9. 本构模型
本构模型constitutive model
边界面模型boundary surface model
层向各向同性体模型cross anisotropic model
超弹性模型hyperelastic model
德鲁克-普拉格准则Drucker-Prager criterion
邓肯-张模型Duncan-Chang model
动剪切强度
非线性弹性模量nonlinear elastic model
盖帽模型cap model
刚塑性模型rigid plastic model
割线模量secant modulus
广义冯•米赛斯屈服准则extended von Mises yield criterion
广义特雷斯卡屈服准则extended tresca yield criterion
加工软化work softening
加工硬化work hardening
加工硬化定律strain harding law
剑桥模型Cambridge model
柯西弹性模型Cauchy elastic model
拉特-邓肯模型Lade-Duncan model
拉特屈服准则Lade yield criterion
理想弹塑性模型ideal elastoplastic model
临界状态弹塑性模型critical state elastoplastic model
流变学模型rheological model
流动规则flow rule
摩尔-库仑屈服准则Mohr-Coulomb yield criterion
内蕴时间塑性模型endochronic plastic model
内蕴时间塑性理论endochronic theory
年粘弹性模型viscoelastic model
切线模量tangent modulus
清华弹塑性模型Tsinghua elastoplastic model
屈服面yield surface
沈珠江三重屈服面模型Shen Zhujiang three yield surface method
双参数地基模型
双剪应力屈服模型twin shear stress yield criterion
双曲线模型hyperbolic model
松岗元-中井屈服准则Matsuoka-Nakai yield criterion
塑性形变理论
谈弹塑性模量矩阵elastoplastic modulus matrix
谈弹塑性模型elastoplastic modulus
谈弹塑性增量理论incremental elastoplastic theory
谈弹性半空间地基模型elastic half-space foundation model
谈弹性变形elastic deformation
谈弹性模量elastic modulus
谈弹性模型elastic model
魏汝龙-Khosla-Wu模型Wei Rulong-Khosla-Wu model
文克尔地基模型Winkler foundation model
修正剑桥模型modified cambridge model
准弹性模型hypoelastic model
10. 地基承载力
冲剪破坏punching shear failure
次层(台)substratum
地基subgrade, ground, foundation soil
地基承载力bearing capacity of foundation soil
地基极限承载力ultimate bearing capacity of foundation soil
地基允许承载力allowable bearing capacity of foundation soil
地基稳定性stability of foundation soil
汉森地基承载力公式Hansen s ultimate bearing capacity formula
极限平衡状态state of limit equilibrium
加州承载比(美国)California Bearing Ratio
局部剪切破坏local shear failure
临塑荷载critical edge pressure
梅耶霍夫极限承载力公式Meyerhof s ultimate bearing capacity formula
普朗特承载力理论Prandel bearing capacity theory
斯肯普顿极限承载力公式Skempton s ultimate bearing capacity formula
太沙基承载力理论Terzaghi bearing capacity theory
魏锡克极限承载力公式Vesic s ultimate bearing capacity formula
整体剪切破坏general shear failure
11. 土压力
被动土压力passive earth pressure
被动土压力系数coefficient of passive earth pressure
极限平衡状态state of limit equilibrium
静止土压力earth pressue at rest
静止土压力系数coefficient of earth pressur at rest
库仑土压力理论Coulomb s earth pressure theory
库尔曼图解法Culmannn construction
朗肯土压力理论Rankine s earth pressure theory
朗肯状态Rankine state
谈弹性平衡状态state of elastic equilibrium
土压力earth pressure
主动土压力active earth pressure
主动土压力系数coefficient of active earth pressure
12. 土坡稳定
分析安息角(台)angle of repose
分析毕肖普法Bishop method
分析边坡稳定安全系数safety factor of slope
分析不平衡推理传递法unbalanced thrust transmission method
分析费伦纽斯条分法Fellenius method of slices
分析库尔曼法Culmann method
分析摩擦圆法friction circle method
分析摩根斯坦-普拉斯法Morgenstern-Price method
分析铅直边坡的临界高度critical height of vertical slope
分析瑞典圆弧滑动法Swedish circle method
分析斯宾赛法Spencer method
分析泰勒法Taylor method
分析条分法slice method
分析土坡slope
分析土坡稳定分析slope stability analysis
分析土坡稳定极限分析法limit analysis method of slope stability
分析土坡稳定极限平衡法limit equilibrium method of slope stability
分析休止角angle of repose
分析扬布普遍条分法Janbu general slice method
分析圆弧分析法circular arc analysis
13. 土的动力性质
比阻尼容量specific gravity capacity
波的弥散特性dispersion of waves
波速法wave velocity method
材料阻尼material damping
初始液化initial liquefaction
地基固有周期natural period of soil site
动剪切模量dynamic shear modulus of soils
动力布西涅斯克解dynamic solution of Boussinesq
动力放大因素dynamic magnification factor
动力性质dynamic properties of soils
动强度dynamic strength of soils
骨架波akeleton waves in soils
几何阻尼geometric damping
抗液化强度liquefaction stress
孔隙流体波fluid wave in soil
损耗角loss angle
往返活动性reciprocating activity
无量纲频率dimensionless frequency
液化liquefaction
液化势评价evaluation of liquefaction potential
液化应力比stress ratio of liquefaction
应力波stress waves in soils
振陷dynamic settlement
阻尼damping of soil
阻尼比damping ratio
14. 挡土墙
挡土墙retaining wall
挡土墙排水设施
挡土墙稳定性stability of retaining wall
垛式挡土墙
扶垛式挡土墙counterfort retaining wall
后垛墙(台)counterfort retaining wall
基础墙foundation wall
加筋土挡墙reinforced earth bulkhead
锚定板挡土墙anchored plate retaining wall
锚定式板桩墙anchored sheet pile wall
锚杆式挡土墙anchor rod retaining wall
悬壁式板桩墙cantilever sheet pile wall
悬壁式挡土墙cantilever sheet pile wall
重力式挡土墙gravity retaining wall

[ Last edited by stonezhang on 2007-7-16 at 15:37 ]
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