| 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 | 标准贯入试验 | standard penetration test |
| 34 | 表层压密法 | surface compaction |
| 35 | 表面波试验 | surface wave test |
| 36 | 冰川沉积 | glacial deposit |
| 37 | 冰积层（台） | glacial deposit |
| 38 | 波的弥散特性 | dispersion of waves |
| 39 | 波动方程分析 | Wave equation analysis |
| 40 | 波速法 | wave velocity method |
| 41 | 泊松比 | Poisson's ratio |
| 42 | 补偿性基础 | compensated foundation |
| 43 | 不固结不排水试验 | unconsolidated-undrained triaxial test |
| 44 | 不均匀系数 | coefficient of uniformity, uniformity coefficient |
| 45 | 不排水抗剪强度 | undrained shear strength |
| 46 | 不平衡推理传递法 | unbalanced thrust transmission method |
| 47 | 布西涅斯克解 | Boussinnesq's solution |
| 48 | 材料阻尼 | material damping |
| 49 | 残积土 | eluvial soil, residual soil |
| 50 | 残余变形 | residual deformation |
| 51 | 残余孔隙水压力 | residual pore water pressure |
| 52 | 残余内摩擦角 | residual angle of internal friction |
| 53 | 残余强度 | residual strength |
| 54 | 层理 | beding |
| 55 | 层向各向同性体模型 | cross anisotropic model |
| 56 | 长期强度 | long-term strength |
| 57 | 长石 | feldspar |
| 58 | 常规固结试验 | routine consolidation test |
| 59 | 常水头渗透试验 | constant head permeability test |
| 60 | 场铸桩（台) | cast-in-place pile |
| 61 | 超弹性模型 | hyperelastic model |
| 62 | 超固结比 | over-consolidation ratio |
| 63 | 超固结土 | overconsolidated soil |
| 64 | 超静孔隙水压力 | excess pore water pressure |
| 65 | 超静孔隙水压力 | excess pore water pressure |
| 66 | 超声波试验 | ultrasonic wave test |
| 67 | 超载预压 | surcharge preloading |
| 68 | 沉管灌注桩 | diving casting cast-in-place pile |
| 69 | 沉积岩 | sedimentary rock |
| 70 | 沉降 | settlement |
| 71 | 沉降比 | settlement ratio |
| 72 | 沉井基础 | open-end caisson foundation |
| 73 | 沉箱基础 | box caisson foundation |
| 74 | 成孔灌注同步桩 | synchronous pile |
| 75 | 承台 | pile caps |
| 76 | 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 |
| 121 | 地基 | subgrade, ground, foundation soil |
| 122 | 地基沉降的弹性力学公式 | elastic formula for settlement calculation |
| 123 | 地基承载力 | bearing capacity of foundation soil |
| 124 | 地基处理 | ground treatment, foundation treatment |
| 125 | 地基固有周期 | natural period of soil site |
| 126 | 地基固有周期 | natural period of soil site |
| 127 | 地基固有周期 | natural period of soil site |
| 128 | 地基极限承载力 | ultimate bearing capacity of foundation soil |
| 129 | 地基稳定性 | stability of foundation soil |
| 130 | 地基允许承载力 | allowable bearing capacity of foundation soil |
| 131 | 地下连续墙 | diaphgram wall |
| 132 | 地下水 | groundwater |
| 133 | 地震 | earthquake, seism, temblor |
| 134 | 地震持续时间 | duration of earthquake |
| 135 | 地震等效均匀剪应力 | equivalent even shear stress of earthquake |
| 136 | 地震反应谱 | earthquake response spectrum |
| 137 | 地震烈度 | earthquake intensity |
| 138 | 地震震级 | earthquake magnitude |
| 139 | 地震卓越周期 | seismic predominant period |
| 140 | 地震最大加速度 | maximum acceleration of earthquake |
| 141 | 地质年代 | geological age |
| 142 | 地质图 | geological map |
| 143 | 点承桩（台） | end-bearing pile |
| 144 | 电动化学灌浆 | electrochemical grouting |
| 145 | 电渗法 | electro-osmotic drainage |
| 146 | 电渗法 | electro-osmotic drainage |
| 147 | 顶升纠偏法 | |
| 148 | 定喷 | directional jet grouting |
| 149 | 动基床反力法 | dynamic subgrade reaction method |
| 150 | 动剪切模量 | dynamic shear modulus of soils |
| 151 | 动剪切强度 | |
| 152 | 动力布西涅斯克解 | dynamic solution of Boussinesq |
| 153 | 动力触探试验 | dynamic penetration test |
| 154 | 动力打桩公式 | dynamic pile driving formula |
| 155 | 动力放大因数 | dynamic magnification factor |
| 156 | 动力放大因素 | dynamic magnification factor |
| 157 | 动力放大因素 | dynamic magnification factor |
| 158 | 动力性质 | dynamic properties of soils |
| 159 | 动强度 | dynamic strength of soils |
| 160 | 动强度 | dynamic strength of soils |
| 161 | 冻土 | frozen soil, tjaele |
| 162 | 冻土地基处理 | frozen foundation improvement |
| 163 | 端承桩 | end-bearing pile |
| 164 | 短桩处理 | treatment with short pile |
| 165 | 断层 | fault |
| 166 | 断裂构造 | fracture structure |
| 167 | 堆载预压法 | preloading |
| 168 | 对数递减率 | logrithmic decrement |
| 169 | 多维固结 | multi-dimensional consolidation |
| 170 | 垛式挡土墙 | |
| 171 | 法兰基灌注桩 | Franki pile |
| 172 | 反分析法 | back analysis method |
| 173 | 反复直剪强度试验 | repeated direct shear test |
| 174 | 反压饱和法 | back pressure saturation method |
| 175 | 非饱和土 | unsaturated soil |
| 176 | 非线性弹性模量 | nonlinear elastic model |
| 177 | 费伦纽斯条分法 | Fellenius method of slices |
| 178 | 分层总和法 | layerwise summation method |
| 179 | 分散性土 | dispersive soil |
| 180 | 粉体喷射深层搅拌法 | powder deep mixing method |
| 181 | 粉土 | silt, mo |
| 182 | 粉质粘土 | silty clay |
| 183 | 峰值强度 | peak strength |
| 184 | 蜂窝结构 | honeycomb structure |
| 185 | 伏斯列夫参数 | Hvorslev parameter |
| 186 | 扶垛式挡土墙 | counterfort retaining wall |
| 187 | 负孔隙水压力 | negative pore water pressure |
| 188 | 负摩擦力 | negative skin friction of pile |
| 189 | 附加应力 | superimposed stress |
| 190 | 复合地基 | composite foundation |
| 191 | 盖帽模型 | cap model |
| 192 | 干密度 | dry density |
| 193 | 干振成孔灌注桩 | vibratory bored pile |
| 194 | 干重度 | dry unit weight |
| 195 | 刚塑性模型 | rigid plastic model |
| 196 | 刚性基础 | rigid foundation |
| 197 | 刚性角 | pressure distribution angle of masonary foundation |
| 198 | 刚性系数 | coefficient of rigidity |
| 199 | 钢板桩 | steel sheet pile |
| 200 | 钢筋混凝土板桩 | reinforced concrete sheet pile |
| 201 | 钢筋混凝土预制桩 | precast reinforced concrete piles |
| 202 | 钢桩 | steel pile |
| 203 | 钢桩 | steel pile |
| 204 | 高杯口基础 | |
| 205 | 高岭石 | kaolinite |
| 206 | 高压固结试验 | high pressure consolidation test |
| 207 | 高压喷射注浆法 | jet grounting |
| 208 | 高桩承台 | high-rise pile cap |
| 209 | 割线模量 | secant modulus |
| 210 | 割线模量 | secant modulus |
| 211 | 隔振 | isolation |
| 212 | 各向不等压固结不排水试验 | consoidated anisotropically undrained test |
| 213 | 各向不等压固结排水试验 | consolidated anisotropically drained test |
| 214 | 工程地质勘察 | engineering geological exploration |
| 215 | 共振柱试验 | resonant column test |
| 216 | 骨架波 | akeleton waves in soils |
| 217 | 固结 | consolidation |
| 218 | 固结不排水试验 | consolidated undrained triaxial test |
| 219 | 固结沉降 | consolidation settlement |
| 220 | 固结度 | degree of consolidation |
| 221 | 固结快剪试验 | consolidated quick direct shear test |
| 222 | 固结理论 | theory of consolidation |
| 223 | 固结排水试验 | consolidated drained triaxial test |
| 224 | 固结曲线 | consolidation curve |
| 225 | 固结试验 | consolidation test |
| 226 | 固结速率 | rate of consolidation |
| 227 | 固结系数 | coefficient of consolidation |
| 228 | 固结压力 | consolidation pressure |
| 229 | 管涌 | piping |
| 230 | 管涌 | piping |
| 231 | 灌浆材料 | injection material |
| 232 | 灌浆法 | grouting |
| 233 | 灌注桩 | cast-in-place pile |
| 234 | 灌注桩 | cast-in-place pile |
| 235 | 广义冯·米赛斯屈服准则 | extended von Mises yield criterion |
| 236 | 广义特雷斯卡屈服准则 | extended tresca yield criterion |
| 237 | 规范沉降计算法 | settlement calculation by specification |
| 238 | 硅化法 | silicification |
| 239 | 过压密土（台） | overconsolidated soil |
| 240 | 海积层（台） | marine deposit |
| 241 | 海相沉积 | marine deposit |
| 242 | 含水量 | water content, moisture content |
| 243 | 含水量试验 | water content test |
| 244 | 汉森地基承载力公式 | Hansen's ultimate bearing capacity formula |
| 245 | 夯实桩 | compacting pile |
| 246 | 横向载荷桩 | laterally loaded vertical piles |
| 247 | 红粘土 | red clay, adamic earth |
| 248 | 后垛墙（台） | counterfort retaining wall |
| 249 | 护壁泥浆 | slurry coat method |
| 250 | 花岗岩 | granite |
| 251 | 滑坡 | landslide |
| 252 | 化石 | fossil |
| 253 | 化学沉积岩 | chemical sedimentary rock |
| 254 | 化学灌浆 | chemical grouting |
| 255 | 环剪试验 | ring shear test |
| 256 | 换填法 | cushion |
| 257 | 黄土 | loess, huangtu(China) |
| 258 | 黄土湿陷试验 | loess collapsibility test |
| 259 | 灰土桩 | lime soil pile |
| 260 | 回弹变形 | rebound deformation |
| 261 | 回弹模量 | modulus of resilience |
| 262 | 回弹曲线 | rebound curve |
| 263 | 回弹系数 | coefficient of resilience |
| 264 | 回弹指数 | swelling index |
| 265 | 回转钻孔灌注桩 | rotatory boring cast-in-place pile |
| 266 | 活性指数 | |
| 267 | 击实试验 | |
| 268 | 机挖异形灌注桩 | |
| 269 | 基础工程 | foundation engineering |
| 270 | 基础加压纠偏法 | |
| 271 | 基础埋置深度 | embeded depth of foundation |
| 272 | 基础墙 | foundation wall |
| 273 | 基础振动 | foundation vibration |
| 274 | 基础振动半空间理论 | elastic half-space theory of foundation vibration |
| 275 | 基础振动容许振幅 | allowable amplitude of foundation vibration |
| 276 | 基础自振频率 | natural frequency of foundation |
| 277 | 基床系数 | coefficient of subgrade reaction |
| 278 | 基底附加应力 | net foundation pressure |
| 279 | 基底隆起 | heave of base |
| 280 | 基坑降水 | dewatering |
| 281 | 基坑失稳 | instability (failure) of foundation pit |
| 282 | 基坑围护 | bracing of foundation pit |
| 283 | 级配 | gradation, grading |
| 284 | 极限平衡状态 | state of limit equilibrium |
| 285 | 极限平衡状态 | state of limit equilibrium |
| 286 | 集总参数法 | lumped parameter method |
| 287 | 几何阻尼 | geometric damping |
| 288 | 挤密灌浆 | compaction grouting |
| 289 | 挤密桩 | compaction pile, compacted column |
| 290 | 挤淤法 | displacement method |
| 291 | 加工软化 | work softening |
| 292 | 加工硬化 | work hardening |
| 293 | 加工硬化定律 | strain harding law |
| 294 | 加筋法 | reinforcement method |
| 295 | 加筋土 | reinforced earth |
| 296 | 加筋土挡墙 | reinforced earth bulkhead |
| 297 | 加州承载比（美国） | California Bearing Ratio |
| 298 | 减压井 | relief well |
| 299 | 剪切应变速率 | shear strain rate |
| 300 | 剪胀 | dilatation |
| 301 | 碱液法 | soda solution grouting |
| 302 | 建筑物的地基变形允许值 | allowable settlement of building |
| 303 | 剑桥模型 | Cambridge model |
| 304 | 浆液深层搅拌法 | grout deep mixing method |
| 305 | 降低地下水位法 | dewatering method |
| 306 | 降低地下水位法 | dewatering method |
| 307 | 交叉条形基础 | cross strip footing |
| 308 | 角点法 | corner-points method |
| 309 | 阶地 | terrace |
| 310 | 接触压力 | contact pressure |
| 311 | 节理 | joint |
| 312 | 结合水 | bound water, combined water, held water |
| 313 | 解理 | cleavage |
| 314 | 界限含水量 | Atterberg limits |
| 315 | 界限含水量试验 | Atterberg limits test |
| 316 | 浸润线 | phreatic line |
| 317 | 井点系统 | well point system |
| 318 | 井径比 | drain spacing ratio |
| 319 | 井阻 | well resistance |
| 320 | 静定分析法（浅基础） | static analysis (shallow foundation) |
| 321 | 静力触探试验 | static cone penetration test |
| 322 | 静力压桩 | silent piling |
| 323 | 静力载荷试验 | plate loading test |
| 324 | 静止土压力 | earth pressue at rest |
| 325 | 静止土压力系数 | coefficient of earth pressur at rest |
| 326 | 纠偏技术 | |
| 327 | 局部剪切破坏 | local shear failure |
| 328 | 喀斯特 | karst |
| 329 | 卡萨格兰德法 | Casagrande's method |
| 330 | 抗拔桩 | uplift pile |
| 331 | 抗滑桩 | anti-slide pile |
| 332 | 抗剪强度 | shear strength |
| 333 | 抗剪强度参数 | shear strength parameter |
| 334 | 抗剪强度有效应力法 | effective stress approach of shear strength |
| 335 | 抗剪强度总应力法 | total stress approach of shear strength |
| 336 | 抗液化强度 | liquefaction stress |
| 337 | 柯西弹性模型 | Cauchy elastic model |
| 338 | 颗粒分析试验 | grain size analysis test |
| 339 | 颗粒级配 | particle size distribution of soils, mechanical composition of soil |
| 340 | 壳体基础 | shell foundation |
| 341 | 可塑性 | plasticity |
| 342 | 坑式托换 | pit underpinning |
| 343 | 孔隙比 | void ratio |
| 344 | 孔隙流体波 | fluid wave in soil |
| 345 | 孔隙率 | porosity |
| 346 | 孔隙气压力 | pore air pressure |
| 347 | 孔隙水压力 | pore water pressure |
| 348 | 孔隙水压力消散试验 | pore pressure dissipation test |
| 349 | 孔隙压力系数A | pore pressure parameter A |
| 350 | 孔隙压力系数B | pore pressure parameter B |
| 351 | 库尔曼法 | Culmann method |
| 352 | 库尔曼图解法 | Culmannn construction |
| 353 | 库仑方程 | Coulomb's equation |
| 354 | 库仑土压力理论 | Coulomb's earth pressure theory |
| 355 | 跨孔试验 | cross-hole test |
| 356 | 块体共振试验 | block resonant test |
| 357 | 快剪试验 | quick direct shear test |
| 358 | 快速固结试验 | fast consolidation test |
| 359 | 矿物硬度 | hardness of minerals |
| 360 | 扩展基础 | spread footing |
| 361 | 拉杆 | tie rod |
| 362 | 拉特－邓肯模型 | Lade-Duncan model |
| 363 | 拉特屈服准则 | Lade yield criterion |
| 364 | 朗肯土压力理论 | Rankine's earth pressure theory |
| 365 | 朗肯状态 | Rankine state |
| 366 | 冷热处理法 | freezing and heating |
| 367 | 离心模型试验 | centrifugal model test |
| 368 | 理想弹塑性模型 | ideal elastoplastic model |
| 369 | 砾岩 | conglomerate |
| 370 | 粒度 | granularity, grainness, grainage |
| 371 | 粒组 | fraction, size fraction |
| 372 | 连续加荷固结试验 | continual loading test |
| 373 | 临界水力梯度 | critical hydraulic gradient |
| 374 | 临界状态弹塑性模型 | critical state elastoplastic model |
| 375 | 临界状态土力学 | critical state soil mechanics |
| 376 | 临塑荷载 | critical edge pressure |
| 377 | 流变学模型 | rheological model |
| 378 | 流动规则 | flow rule |
| 379 | 流函数 | flow function |
| 380 | 流滑 | flow slide |
| 381 | 流土 | flowing soil |
| 382 | 流网 | flow net |
| 383 | 陆相沉积 | continental sedimentation |
| 384 | 螺旋板载荷试验 | screw plate test |
| 385 | 曼代尔－克雷尔效应 | Mandel-Cryer effect |
| 386 | 慢剪试验 | consolidated drained direct shear test |
| 387 | 毛细管上升高度试验 | capillary rise test |
| 388 | 毛细管水 | capillary water |
| 389 | 锚定板挡土墙 | anchored plate retaining wall |
| 390 | 锚定式板桩墙 | anchored sheet pile wall |
| 391 | 锚定式板桩墙 | anchored sheet pile wall |
| 392 | 锚杆静压桩托换 | anchor pile underpinning |
| 393 | 锚杆式挡土墙 | anchor rod retaining wall |
| 394 | 锚固技术 | anchoring |
| 395 | 锚固技术 | anchoring |
| 396 | 锚座 | Anchorage |
| 397 | 梅耶霍夫极限承载力公式 | Meyerhof's ultimate bearing capacity formula |
| 398 | 蒙脱石 | montmorillonite |
| 399 | 密度 | density |
| 400 | 密度试验 | density test |
| 401 | 密实度 | compactionness |
| 402 | 明德林解 | Mindlin's solution |
| 403 | 摩擦圆法 | friction circle method |
| 404 | 摩擦桩 | friction pile |
| 405 | 摩尔包线 | Mohr's envelope |
| 406 | 摩尔－库仑理论 | Mohr-Coulomb theory |
| 407 | 摩尔－库仑屈服准则 | Mohr-Coulomb yield criterion |
| 408 | 摩根斯坦－普拉斯法 | Morgenstern-Price method |
| 409 | 木板桩 | wooden sheet pile |
| 410 | 木桩 | timber piles |
| 411 | 木桩 | timber piles |
| 412 | 内摩擦角 | angle of internal friction |
| 413 | 内蕴时间塑性理论 | endochronic theory |
| 414 | 内蕴时间塑性模型 | endochronic plastic model |
| 415 | 泥石流 | mud flow, debris flow |
| 416 | 泥炭 | peat, bog muck |
| 417 | 粘弹性模型 | viscoelastic model |
| 418 | 粘聚力 | cohesion |
| 419 | 粘土 | clay |
| 420 | 粘土矿物 | |
| 421 | 粘性土 | cohesive soil, clayey soil |
| 422 | 粘性土的灵敏度 | sensitivity of cohesive soil |
| 423 | 凝灰岩 | tuff |
| 424 | 牛轭湖 | ox-bow lake |
| 425 | 扭剪仪 | torsion shear apparatus |
| 426 | 纽马克感应图 | Newmark chart |
| 427 | 排水固结法 | consolidation |
| 428 | 旁压试验 | pressurementer test |
| 429 | 喷射井点 | eductor well point |
| 430 | 膨胀率试验 | swelling rate test |
| 431 | 膨胀土 | expansive soil, swelling soil |
| 432 | 膨胀土地基处理 | expansive foundation treatment |
| 433 | 劈裂灌浆 | fracture grouting |
| 434 | 片筏基础 | mat foundation |
| 435 | 平均粒径 | mean diameter, average grain diameter |
| 436 | 平面应变仪 | plane strain apparatus |
| 437 | 破坏准则 | failure criterion |
| 438 | 破裂角 | angle of rupture |
| 439 | 普朗特承载力理论 | Prandel bearing capacity theory |
| 440 | 铅直边坡的临界高度 | critical height of vertical slope |
| 441 | 铅直边坡的临界高度 | critical height of vertical slope |
| 442 | 潜变（台） | creep |
| 443 | 潜水 | ground water |
| 444 | 浅层处理 | shallow treatment |
| 445 | 浅成岩 | hypabyssal rock |
| 446 | 浅基础 | shallow foundation |
| 447 | 欠固结粘土 | underconsolidated soil |
| 448 | 嵌岩灌注桩 | piles set into rock |
| 449 | 强夯法 | dynamic compaction |
| 450 | 墙下条形基础 | |
| 451 | 切线模量 | tangent modulus |
| 452 | 切线模量 | tangent modulus |
| 453 | 侵入岩 | intrusive rock |
| 454 | 轻便触探试验 | light sounding test |
| 455 | 清华弹塑性模型 | Tsinghua elastoplastic model |
| 456 | 区域性土 | zonal soil |
| 457 | 曲率系数 | coefficient of curvature |
| 458 | 屈服面 | yield surface |
| 459 | 取土器 | geotome |
| 460 | 群桩 | pile groups |
| 461 | 群桩竖向极限承载力 | vertical ultimate load capacity of pile groups |
| 462 | 群桩效率系数 | efficiency factor of pile groups |
| 463 | 群桩效应 | efficiency of pile groups |
| 464 | 热摩奇金法 | Zemochkin's method |
| 465 | 人工地基 | artificial foundation |
| 466 | 人工填土 | fill, artificial soil |
| 467 | 容许灌浆压力 | allowable grouting pressure |
| 468 | 柔性基础 | flexible foundation |
| 469 | 蠕变 | creep |
| 470 | 褥垫 | pillow |
| 471 | 软土地基 | soft clay ground |
| 472 | 软粘土 | soft clay, mildclay, mickle |
| 473 | 瑞典圆弧滑动法 | Swedish circle method |
| 474 | 三相图 | block diagram, skeletal diagram, three phase diagram |
| 475 | 三相土 | tri-phase soil |
| 476 | 三向变形条件下的固结沉降 | three-dimensional consolidation settlement |
| 477 | 三轴伸长试验 | triaxial extension test |
| 478 | 三轴压缩试验 | triaxial compression test |
| 479 | 砂的相对密实度试验 | sand relative density test |
| 480 | 砂沸 | sand boiling |
| 481 | 砂沸 | sand boiling |
| 482 | 砂井 | sand drain |
| 483 | 砂井 | sand drain |
| 484 | 砂井地基平均固结度 | average degree of consolidation of sand-drained ground |
| 485 | 砂井地基平均固结度 | average degree of consolidation of sand-drained ground |
| 486 | 砂土 | sand |
| 487 | 砂岩 | sandstone |
| 488 | 砂桩 | sand column |
| 489 | 砂嘴 | spit, sand spit |
| 490 | 筛分析 | sieve analysis |
| 491 | 山区地基处理 | foundation treatment in mountain area |
| 492 | 山岩压力 | rock pressure |
| 493 | 上部结构－基础－土共同作用分析 | structure- foundation-soil interaction analysis |
| 494 | 深层沉降观测 | deep settlement measurement |
| 495 | 深层搅拌法 | deep mixing method |
| 496 | 深成岩 | plutionic rock |
| 497 | 深基础 | deep foundation |
| 498 | 深井点 | deep well point |
| 499 | 沈珠江三重屈服面模型 | Shen Zhujiang three yield surface method |
| 500 | 渗流 | seepage |
| 501 | 渗流量 | seepage discharge |
| 502 | 渗流速度 | seepage velocity |
| 503 | 渗入性灌浆 | seep-in grouting |
| 504 | 渗透力 | seepage force |
| 505 | 渗透破坏 | seepage failure |
| 506 | 渗透试验 | permeability test |
| 507 | 渗透系数 | coefficient of permeability |
| 508 | 渗透性 | permeability |
| 509 | 湿化试验 | slaking test |
| 510 | 湿陷起始应力 | initial collapse pressure |
| 511 | 湿陷系数 | coefficient of collapsibility |
| 512 | 湿陷性黄土 | collapsible loess, slumping loess |
| 513 | 湿陷性黄土地基处理 | collapsible loess treatment |
| 514 | 十字板剪切试验 | vane shear test |
| 515 | 十字板抗剪强度 | vane strength |
| 516 | 石灰系深层搅拌法 | lime deep mixing method |
| 517 | 石灰岩 | limestone |
| 518 | 石灰桩 | lime column, limepile |
| 519 | 石英 | quartz |
| 520 | 时间对数拟合法 | logrithm of time fitting method |
| 521 | 时间因子 | time factor |
| 522 | 势函数 | potential function |
| 523 | 收缩试验 | shrinkage test |
| 524 | 树根桩 | root pile |
| 525 | 竖直群桩横向极限承载力 | |
| 526 | 数值岩土力学 | numerical geomechanics |
| 527 | 双参数地基模型 | |
| 528 | 双剪应力屈服模型 | twin shear stress yield criterion |
| 529 | 双曲线模型 | hyperbolic model |
| 530 | 水力梯度 | hydraulic gradient |
| 531 | 水泥土水泥掺合比 | cement mixing ratio |
| 532 | 水泥系深层搅拌法 | cement deep mixing method |
| 533 | 水平旋喷 | horizontal jet grouting |
| 534 | 瞬时沉降 | immediate settlement |
| 535 | 斯宾赛法 | Spencer method |
| 536 | 斯肯普顿极限承载力公式 | Skempton's ultimate bearing capacity formula |
| 537 | 松岗元－中井屈服准则 | Matsuoka-Nakai yield criterion |
| 538 | 松散堆积物 | rickle |
| 539 | 素填土 | plain fill |
| 540 | 塑料排水带 | plastic drain |
| 541 | 塑限试验 | plastic limit test |
| 542 | 塑性变形 | plastic deformation |
| 543 | 塑性图 | plasticity chart |
| 544 | 塑性形变理论 | |
| 545 | 塑性指数 | plasticity index |
| 546 | 碎石土 | stone, break stone, broken stone, channery, chat, crushed stone, deritus |
| 547 | 碎石桩 | gravel pile, stone pillar |
| 548 | 损耗角 | loss angle |
| 549 | 缩限 | shrinkage limit |
| 550 | 缩限试验 | shrinkage limit test |
| 551 | 太沙基承载力理论 | Terzaghi bearing capacity theory |
| 552 | 太沙基固结理论 | Terzaghi's consolidation theory |
| 553 | 太沙基－伦杜列克扩散方程 | Terzaghi-Rendulic diffusion equation |
| 554 | 泰勒法 | Taylor method |
| 555 | 谈弹塑性模量矩阵 | elastoplastic modulus matrix |
| 556 | 谈弹塑性模型 | elastoplastic modulus |
| 557 | 谈弹塑性增量理论 | incremental elastoplastic theory |
| 558 | 谈弹性半空间地基模型 | elastic half-space foundation model |
| 559 | 谈弹性变形 | elastic deformation |
| 560 | 谈弹性变形 | elastic deformation |
| 561 | 谈弹性地基梁（板）分析 | analysis of beams and slabs on elastic foundation |
| 562 | 谈弹性模量 | elastic modulus |
| 563 | 谈弹性模量 | elastic modulus |
| 564 | 谈弹性模型 | elastic model |
| 565 | 谈弹性平衡状态 | state of elastic equilibrium |
| 566 | 谈弹性平衡状态 | state of elastic equilibrium |
| 567 | 掏土纠偏法 | |
| 568 | 体积变形模量 | volumetric deformation modulus |
| 569 | 天然地基 | natural foundation |
| 570 | 条分法 | slice method |
| 571 | 条形基础 | strip footing |
| 572 | 土 | soil, earth |
| 573 | 土的构造 | soil texture |
| 574 | 土的结构 | soil structure |
| 575 | 土动力学 | soil dynamics |
| 576 | 土工聚合物 | Geopolymer |
| 577 | 土工模型试验 | geotechnical model test |
| 578 | 土工织物 | geofabric, geotextile |
| 579 | 土工织物试验 | geotextile test |
| 580 | 土力学 | soil mechanics |
| 581 | 土粒相对密度 | specific density of solid particles |
| 582 | 土坡 | slope |
| 583 | 土坡稳定分析 | slope stability analysis |
| 584 | 土坡稳定极限分析法 | limit analysis method of slope stability |
| 585 | 土坡稳定极限平衡法 | limit equilibrium method of slope stability |
| 586 | 土压力 | earth pressure |
| 587 | 土中气 | air in soil |
| 588 | 土中水 | water in soil |
| 589 | 土桩 | earth pile |
| 590 | 团粒 | aggregate, cumularpharolith |
| 591 | 托换技术 | underpinning technique |
| 592 | 外掺剂 | additive |
| 593 | 往返活动性 | reciprocating activity |
| 594 | 围限地下水（台） | confined ground water |
| 595 | 未压密土（台） | underconsolidated clay |
| 596 | 魏汝龙－Khosla－Wu模型 | Wei Rulong-Khosla-Wu model |
| 597 | 魏锡克极限承载力公式 | Vesic's ultimate bearing capacity formula |
| 598 | 文克尔地基模型 | Winkler foundation model |
| 599 | 无侧限抗压强度 | unconfined compression strength |
| 600 | 无侧限抗压强度试验 | unconfined compression strength test |
| 601 | 无量纲频率 | dimensionless frequency |
| 602 | 无损检测 | nondestructive testing |
| 603 | 无粘性土 | cohesionless soil, frictional soil, non-cohesive soil |
| 604 | 无粘性土天然坡角试验 | angle of repose of cohesionless soils test |
| 605 | 无桩靴夯扩灌注桩 | rammed bulb ile |
| 606 | 吸收系数 | absorption coefficient |
| 607 | 吸收系数 | absorption coefficient |
| 608 | 下孔法试验 | down-hole test |
| 609 | 下卧层 | substratum |
| 610 | 先期固结压力 | preconsolidation pressure |
| 611 | 先期固结压力 | preconsolidation pressure |
| 612 | 现场渗透试验 | field permeability test |
| 613 | 限定粒径 | constrained diameter |
| 614 | 相对密度 | relative density, density index |
| 615 | 相对压密度 | relative compaction, compacting factor, percent compaction, coefficient of compaction |
| 616 | 箱形基础 | box foundation |
| 617 | 泻湖 | lagoon |
| 618 | 休止角 | angle of repose |
| 619 | 修正剑桥模型 | modified cambridge model |
| 620 | 絮状结构 | flocculent structure |
| 621 | 悬壁式板桩墙 | cantilever sheet pile wall |
| 622 | 悬壁式板桩墙 | cantilever sheet pile wall |
| 623 | 悬壁式挡土墙 | cantilever sheet pile wall |
| 624 | 旋喷 | jet grouting |
| 625 | 旋转挤压灌注桩 | |
| 626 | 压密（台） | consolidation |
| 627 | 压密不排水三轴压缩试验 | consolidated undrained triaxial compression test |
| 628 | 压密度（台） | degree of consolidation |
| 629 | 压密排水三轴压缩试验 | consolidated drained triaxial compressure test |
| 630 | 压密试验 | consolidation test |
| 631 | 压密系数 | coefficient of consolidation |
| 632 | 压缩层 | |
| 633 | 压缩模量 | modulus of compressibility |
| 634 | 压缩曲线 | cpmpression curve |
| 635 | 压缩系数 | coefficient of compressibility |
| 636 | 压缩性 | compressibility |
| 637 | 压缩性 | compressibility |
| 638 | 压缩指数 | compression index |
| 639 | 岩爆 | rock burst |
| 640 | 岩层产状 | attitude of rock |
| 641 | 岩浆岩 | magmatic rock, igneous rock |
| 642 | 岩脉 | dike, dgke |
| 643 | 岩石 | rock |
| 644 | 岩石风化程度 | degree of rock weathering |
| 645 | 岩石构造 | structure of rock |
| 646 | 岩石结构 | texture of rock |
| 647 | 岩体 | rock mass |
| 648 | 岩土工程 | geotechnical engineering |
| 649 | 扬布普遍条分法 | Janbu general slice method |
| 650 | 药液灌浆 | chemical grouting |
| 651 | 页岩 | shale |
| 652 | 液化 | liquefaction |
| 653 | 液化势评价 | evaluation of liquefaction potential |
| 654 | 液化应力比 | stress ratio of liquefaction |
| 655 | 液塑限联合测定法 | liquid-plastic limit combined method |
| 656 | 液限 | liquid limit |
| 657 | 液限试验 | liquid limit test |
| 658 | 液性指数 | liquidity index |
| 659 | 一维固结 | one dimensional consolidation |
| 660 | 伊利土 | illite |
| 661 | 应变控制式三轴压缩仪 | strain control triaxial compression apparatus |
| 662 | 应力波 | stress waves in soils |
| 663 | 应力控制式三轴压缩仪 | stress control triaxial compression apparatus |
| 664 | 应力路径 | stress path |
| 665 | 应力路径法 | stress path method |
| 666 | 游离水（台） | free water |
| 667 | 有机质含量试验 | organic matter content test |
| 668 | 有机质土 | organic soil |
| 669 | 有效粒径 | effective diameter, effective grain size, effective size |
| 670 | 有效密度 | effective density |
| 671 | 有效内摩擦角 | effective angle of internal friction |
| 672 | 有效应力 | effective stress |
| 673 | 有效应力破坏包线 | effective stress failure envelope |
| 674 | 有效应力强度参数 | effective stress strength parameter |
| 675 | 有效应力原理 | principle of effective stress |
| 676 | 有效应力原理 | principle of effective stress |
| 677 | 有效粘聚力 | effective cohesion intercept |
| 678 | 有效重度 | effective unit weight |
| 679 | 淤泥 | muck, gyttja, mire, slush |
| 680 | 淤泥质土 | mucky soil |
| 681 | 预浸水法 | presoaking |
| 682 | 预压法 | preloading |
| 683 | 预压密压力（台） | preconsolidation pressure |
| 684 | 原生矿物 | primary mineral |
| 685 | 原始压缩曲线 | virgin compression curve |
| 686 | 原位孔隙水压力量测 | in situ pore water pressure measurement |
| 687 | 原位试验 | in-situ soil test |
| 688 | 原状土 | undisturbed soil |
| 689 | 圆弧分析法 | circular arc analysis |
| 690 | 云母 | mica |
| 691 | 杂填土 | miscellaneous fill |
| 692 | 再压缩曲线 | recompression curve |
| 693 | 造岩矿物 | rock-forming mineral |
| 694 | 褶皱 | fold, folding |
| 695 | 真空井点 | vacuum well point |
| 696 | 真空预压 | vacuum preloading |
| 697 | 真内摩擦角 | true angle internal friction |
| 698 | 真三轴仪 | true triaxial apparatus |
| 699 | 真粘聚力 | true cohesion |
| 700 | 振冲法 | vibroflotation method |
| 701 | 振冲密实法 | vibro-compaction |
| 702 | 振冲碎石桩 | vibro replacement stone column |
| 703 | 振冲置换法 | vibro-replacement |
| 704 | 振动单剪试验 | dynamic simple shear test |
| 705 | 振密、挤密法 | vibro-densification, compacting |
| 706 | 振陷 | dynamic settlement |
| 707 | 整体剪切破坏 | general shear failure |
| 708 | 正常固结土 | normally consolidated soil |
| 709 | 正常压密土（台） | normally consolidated soil |
| 710 | 支撑围护 | braced cuts |
| 711 | 直剪仪 | direct shear apparatus |
| 712 | 直接单剪试验 | direct simple shear test |
| 713 | 直接剪切试验 | direct shear test |
| 714 | 质量－弹簧－阻尼器系统 | mass-spring-dushpot system |
| 715 | 置换率（复合地基） | replacement ratio |
| 716 | 重锤夯实法 | tamping |
| 717 | 重力密度 | unit weight |
| 718 | 重力式挡土墙 | gravity retaining wall |
| 719 | 主动土压力 | active earth pressure |
| 720 | 主动土压力系数 | coefficient of active earth pressure |
| 721 | 主固结 | primary consolidation |
| 722 | 主压密（台） | primary consolidation |
| 723 | 柱下条形基础 | |
| 724 | 桩 | piles |
| 725 | 桩基动测技术 | dynamic pile test |
| 726 | 桩式托换 | pile underpinning |
| 727 | 桩土应力比 | stress ratio |
| 728 | 准弹性模型 | hypoelastic model |
| 729 | 准固结压力 | pseudo-consolidation pressure |
| 730 | 自由水 | free water, gravitational water, groundwater, phreatic water |
| 731 | 自振柱试验 | free vibration column test |
| 732 | 自重湿陷性黄土 | self weight collapse loess |
| 733 | 自重应力 | self-weight stress |
| 734 | 总应力 | total stress approach of shear strength |
| 735 | 总应力破坏包线 | total stress failure envelope |
| 736 | 总应力强度参数 | total stress strength parameter |
| 737 | 阻尼 | damping of soil |
| 738 | 阻尼比 | damping ratio |
| 739 | 组构 | fabric |
| 740 | 钻孔墩基础 | drilled-pier foundation |
| 741 | 钻孔扩底灌注桩 | under-reamed bored pile |
| 742 | 钻孔压注桩 | starsol enbesol pile |
| 743 | 钻孔柱状图 | bore hole columnar section |
| 744 | 最大干密度 | maximum dry density |
| 745 | 最后贯入度 | final set |
| 746 | 最后贯入度 | final set |
| 747 | 最优含水量 | optimum water content |
| 748 | 最终沉降 | final settlement |
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