岩土工程勘察专业英语词汇

Hand Auguring Total Footage of hand auguring Mackintosh probe test Soil Resistivity Test Factual report Interpretation report Subtotal Price of(1-5)(RM) TAX(RM) Total Price(6+7)(RM) 序号 名词(中文) 名词(英文) 1 K0固结 consolidation under K0 condition

2 K0固结不排水试验 K0 consolidated undrained test 3 K0固结排水试验 K0 consolidated drained test 4 阿太堡界限 Atterberg limits 5 安息角(台) angle of repose 6 安息角(台) angle of repose 7 巴隆固结理论 Barron's consolidation theory 8 板桩 sheet pile 9 板桩结构 sheet pile structure 10 板桩围护 sheet pile-braced cuts 11 饱和度 degree of saturation 12 饱和密度 saturated density 13 饱和土 saturated soil 14 饱和重度 saturated unit weight 15 杯形基础 16 贝诺托灌注桩 Benoto cast-in-place pile 17 被动土压力 passive earth pressure

18 被动土压力系数 coefficient of passive earth pressure 19 本构模型 constitutive model 20 比奥固结理论 Biot's consolidation theory 21 比重 specific gravity 22 比重试验 specific gravity test 23 比阻尼容量 specific gravity capacity 24 比阻尼容量 specific gravity capacity 25 毕肖普法 Bishop method

26 边界面模型 boundary surface model 27 边坡稳定安全系数 safety factor of slope 28 变水头渗透试验 falling head permeability test 29 变形 deformation 30 变形模量 modulus of deformation 31 变质岩 metamorphic rock 32 标准冻深 standard frost penetration

33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 标准贯入试验 standard penetration test 表层压密法 surface compaction 表面波试验 surface wave test 冰川沉积 glacial deposit 冰积层(台) glacial deposit 波的弥散特性 dispersion of waves 波动方程分析 Wave equation analysis 波速法 wave velocity method 泊松比 Poisson's ratio

补偿性基础 compensated foundation 不固结不排水试验 unconsolidated-undrained triaxial test 不均匀系数 coefficient of uniformity, uniformity coefficient 不排水抗剪强度 undrained shear strength 不平衡推理传递法 unbalanced thrust transmission method 布西涅斯克解 Boussinnesq's solution 材料阻尼 material damping 残积土 eluvial soil, residual soil 残余变形 residual deformation

残余孔隙水压力 residual pore water pressure 残余内摩擦角 residual angle of internal friction 残余强度 residual strength 层理 beding

层向各向同性体模型 cross anisotropic model 长期强度 long-term strength 长石 feldspar 常规固结试验 routine consolidation test

常水头渗透试验 constant head permeability test 场铸桩(台) cast-in-place pile 超弹性模型 hyperelastic model 超固结比 over-consolidation ratio 超固结土 overconsolidated soil

超静孔隙水压力 excess pore water pressure 超静孔隙水压力 excess pore water pressure 超声波试验 ultrasonic wave test 超载预压 surcharge preloading

沉管灌注桩 diving casting cast-in-place pile 沉积岩 sedimentary rock 沉降 settlement

沉降比 settlement ratio 沉井基础 open-end caisson foundation 沉箱基础 box caisson foundation 成孔灌注同步桩 synchronous pile 承台 pile caps

承压水 confined water

77 承载比试验 Califonia Bearing Ratio Test 78 持力层 bearing stratum 79 充盈系数 fullness coefficient 80 充重塑土 81 冲剪破坏 punching shear failure 82 冲填土 dredger fill 83 稠度 consistency 84 初始液化 initial liquefaction 85 触变 thixotropy

86 次层(台) substratum 87 次层(台) substratum

88 次固结 secondary consolidation

89 次固结沉降 secondary consolidation settlement 90 次固结系数 coefficient of secondary consolidation 91 次生矿物 secondary mineral 92 次压缩(台) secondary consolidatin 93 达西定律 Darcy's law 94 大地工程 geotechnical engineering 95 袋装砂井 sand wick 96 单独基础 individual footing 97 单剪仪 simple shear apparatus 98 单粒结构 single-grained structure 99 单向度压密(台) one-dimensional consolidation 100 单轴抗拉强度 uniaxial tension test 101 单轴拉伸试验 uniaxial tensile test

102 单桩承载力 bearing capacity of single pile

103 单桩横向极限承载力 ultimate lateral resistance of single pile 104 单桩横向载荷试验 lateral load test of pile 105 单桩竖向静载荷试验 static load test of pile

106 单桩竖向抗拔极限承载力 vertical ultimate uplift resistance of single pile 107 单桩竖向抗压极限承载力 vertical allowable load capacity of single pile 108 单桩竖向抗压容许承载力 vertical ultimate carrying capacity of single pile 109 挡土墙 retaining wall 110 挡土墙排水设施 111 挡土墙稳定性 stability of retaining wall 112 倒梁法 inverted beam method

113 德鲁克-普拉格准则 Drucker-Prager criterion 114 等速加荷固结试验 constant loading rate consolidatin test 115 等梯度固结试验 constant gradient consolidation test 116 等效集总参数法 constant strain rate consolidation test

117 等应变速率固结试验 equivalent lumped parameter method 118 邓肯-张模型 Duncan-Chang model 119 低桩承台 low pile cap 120 地工织物 geofabric, geotextile

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