巖土工程詞典

1、1. geotechnical engineering1.back analysis method1. 綜合類 基礎工程 foundation engineering1.critical state soil mechanics1.numerical geomechanics1. 綜合類 土 soil, earth1.soil dynamics1.soil mechanics1. 綜合類 巖土工程 geotechnical engineering1.stress path1.stress path method2.metamorphic rock2.standard frost penetra

2、tion2.glacial deposit2.（臺）glacial deposit2.eluvial soil, residual soil2.beding2.feldspar2.sedimentary rock2.confined water2.secondary mineral2.geological age2.geological map2.groundwater2.fault2.fracture structure2.engineering geological exploration2.（臺）marine deposit2.marine deposit2. 工程地質及勘察 花崗巖 g

3、ranite2. 工程地質及勘察 滑坡 landslide2.fossil2.chemical sedimentary rock2.terrace2.joint2.cleavage2.karst2.hardness of minerals2.conglomerate2.flow slide2.continental sedimentation2.mud flow, debris flow2.clay minerals2.tuff2.ox-bow lake2.hypabyssal rock2.ground rusive rock2. 工程地質及勘察 取土器 geotome2. 工程地質及勘察 砂

4、巖 sandstone2. 工程地質及勘察 砂嘴 spit, sand spit2. 工程地質及勘察 ft巖壓力 rock pressure2.plutionic rock2.limestone2.quartz2.rickle2.（臺）confined ground water2.lagoon2.rock burst2.attitude of rock2.magmatic rock, igneous rock2.dike, dgke2.degree of rock weathering2.structure of rock2.texture of rock2.rock mass2.shale2

5、.primary mineral2.mica2.rock-forming mineral2.fold, folding2.bore hole columnar section3.saturated soil3.overconsolidated soil3.dredger fill3.3.frozen soil, tjaele3.unsaturated soil3.dispersive soil3.silt, mo3.silty clay3.kaolinite3. 土的分類 過壓密土（臺）overconsolidated soil3.red clay, adamic earth3.loess,

6、huangtu(China)3.montmorillonite3.peat, bog muck3.clay3.cohesive soil, clayey soil3. 土的分類 膨脹土 expansive soil, swelling soil3.underconsolidated soil3.zonal soil3.fill, artificial soil3. 土的分類 軟粘土 soft clay, mildclay, mickle3.sand3.collapsible loess, slumping loess3.plain fill3.plasticity chart3. 土的分類 碎

7、石土 stone, break stone, broken stone, channery, chat, crushed stone, deritus3. 土的分類 未壓密土（臺）underconsolidated clay3. 土的分類 無粘性土 cohesionless soil, frictional soil, non-cohesive soil3.anic soil3.muck, gyttja, mire, slush3.mucky soil3.undisturbed soil3.miscellaneous fill3. 土的分類 正常固結土 normally consolidate

8、d soil3. 土的分類 正常壓密土（臺）normally consolidated soil3.self weight collapse loess4. 土的物理性質 阿太堡界限 Atterberg limits4. 土的物理性質 飽和度 degree of saturation4.saturated density4.saturated unit weight4.specific gravity4.consistency4. 土 的 物 理 性 質 不 均 勻 系 數(shù) coefficient of uniformity,uniformity coefficient4.thixotropy

9、4.single-grained structure4.honeycomb structure4.dry unit weight4.dry density4.plasticity index4.water content, moisture content4.4.gradation, grading 4. 土的物理性質 結合水 bound water, combined water, held water4.Atterberg limits4. 土的物理性質 顆粒級配 particle size distribution of soils, mechanicalcomposition of s

10、oil4. 土的物理性質 可塑性 plasticity4. 土的物理性質 孔隙比 void ratio4.porosity4.granularity, grainness, grainage4.fraction, size fraction4.capillary pactionness4.sensitivity of cohesive soil4. 土的物理性質 平均粒徑 mean diameter, average grain diameter4.coefficient of curvature4. 土的物理性質 三相圖 blockdiagram,skeletaldiagram,threep

11、hasediagram4.tri-phase soil4. 土的物理性質 濕陷起始應力 initial collapse pressure4. 土的物理性質 濕陷系數(shù) coefficient of collapsibility4.shrinkage limit4.soil texture4.soil structure4. 土的物理性質 土粒相對密度 specific density of solid particles4.air in soil4.water in soil4.aggregate, cumularpharolith4.constrained diameter4. 土的物理性質

12、 相對密度 relative density, density index4. 土的物理性質 相對壓密度 relative compaction, compacting factor, compaction, coefficient of compaction4.flocculent structure4.coefficient of pressibility4.liquid limit4.liquidity index4.（臺）free water4. 土的物理性質 有效粒徑 effectivediameter,effectivegrainsize,effective size 4.effe

13、ctive density4.effective unit weight4.unit weight4. 土的物理性質 自由水 freewater,gravitationalwater,groundwater,phreatic water4.fabric4.maximum dry density4.optimum water content5.Darcys law5.piping5.phreatic line5.critical hydraulic gradient5.flow function5.flowing soil5.flow net5.sand boiling5.seepage5.se

14、epage discharge5.seepage velocity5.seepage force5.seepage failure5.coefficient of permeability5.permeability5.potential function5.hydraulic gradient6.deformation6.modulus of deformation6.Poissons ratio6.Boussinnesqs solution6.residual deformation6.residual pore water pressure6.excess pore water pres

15、sure6.settlement6.settlement ratio6.secondary consolidation settlement6. 地基應力和變形 次固結系數(shù) coefficient of secondary consolidation6. 地基應力和變形 地基沉降的彈性力學公式elastic formula for settlement calculation6.layerwise summation method6.negative pore water pressure6.superimposed stress6.secant modulus6.consolidation

16、settlement6. 地基應力和變形 規(guī)范沉降計算法 settlement calculation by specification6.rebound deformation6.modulus of resilience6.coefficient of resilience6.swelling index6. 地基應力和變形 建筑物的地基變形允許值 allowable settlement of building6.dilatation6.corner-points method6.pore air pressure6.pore water pressure6. 地基應力和變形 孔隙壓力系

17、數(shù)A pore pressure parameter A6. 地基應力和變形 孔隙壓力系數(shù)B pore pressure parameter B6.Mindlins solution6.Newmark chart6.tangent modulus6.creep6. 地基應力和變形 三向變形條件下的固結沉降 three-dimensional settlement6.immediate settlement6.plastic deformation6.elastic deformation6.elastic modulus6. 地基應力和變形 談彈性平衡狀態(tài) state of elastic e

18、quilibrium6. 地基應力和變形 體積變形模量 volumetric deformation modulus6.preconsolidation pressure6.6.modulus of compressibility6.coefficient of pression index6.effective stress6.self-weight stress6.total stress approach of shear strength6.final settlement7.Barrons consolidation theory7.Biots consolidation theor

19、y7. 固結 超固結比 over-consolidation ratio7.excess pore water pressure7.secondary consolidation7. 固結 次壓縮（臺）secondary consolidatin7. 固結 單向度壓密（臺）one-dimensional consolidation7. 固結 多維固結 multi-dimensional consolidation7. 固結 固結 consolidation7.degree of consolidation7. 固結 固結理論 theory of consolidation7. 固結 固結曲線

20、consolidation curve7.rate of consolidation7. 固結 固結系數(shù) coefficient of consolidation7. 固結 固結壓力 consolidation pressure7.rebound curve7.drain spacing ratio7. 固結 井阻 well resistance7.Mandel-Cryer effect7. 固結 潛變（臺）creep7. 固結 砂井 sand drain7. 固結 砂井地基平均固結度 average degree of consolidation of ground7.logrithm of

21、 time fitting method7.time factor7.Terzaghis consolidation theory7.Terzaghi-Rendulic diffusion equation7.preconsolidation pressure7. 固結 壓密（臺）consolidation7. 固結 壓密度（臺）degree of consolidation7.cpmpression curve7. 固結 一維固結 one dimensional consolidation7. 固結 有效應力原理 principle of effective stress7. 固結 預壓密壓

22、力（臺） preconsolidation pressure7.virgin compression curve7.recompression curve7.primary consolidation7. 固結 主壓密（臺）primary consolidation7.pseudo-consolidation pressure7. 固結 K0consolidation under K0 condition8.（臺）angle of repose8.undrained shear strength8. 抗剪強度 殘余內摩擦角 residual angle of internal friction

23、8.residual strength8.long-term strength8.uniaxial tension test8.dynamic strength of soils8.peak strength8.Hvorslev parameter8.shear strain rate8.shear strength8.shear strength parameter8. 抗剪強度 抗剪強度有效應力法 effective stress approach of shear strength8. 抗剪強度 抗剪強度總應力法 total stress approach of shear streng

24、th8.Coulombs equation8.Mohrs envelope8.Mohr-Coulomb theory8. 抗剪強度 內摩擦角 angle of internal friction8.cohesion8.angle of rupture8.failure criterion8.vane strength8. 抗剪強度 無側限抗壓強度 unconfined compression strength8. 抗剪強度 有效內摩擦角 effective angle of internal friction8. 抗剪強度 有效粘聚力 effective cohesion intercept8

25、.effective stress failure envelope8. 抗剪強度 有效應力強度參數(shù) effective stress strength parameter8.principle of effective stress8. 抗剪強度 真內摩擦角 true angle internal friction8.true cohesion8.total stress failure envelope8. 抗剪強度 總應力強度參數(shù) total stress strength parameter9.constitutive model9. 本構模型 邊界面模型 boundary surfa

26、ce model9.cross anisotropic model9.hyperelastic model9.Drucker-Prager criterion9.Duncan-Chang model9.9.nonlinear elastic model9.cap model9.rigid plastic model9.secant modulus9. 本構模型 廣義馮extended von Mises yield criterion9.extended tresca yield criterion9. 本構模型 加工軟化 work softening9. 本構模型 加工硬化 work har

27、dening9.strain harding law9.Cambridge model9.Cauchy elastic model9.Lade-Duncan model9.Lade yield criterion9.ideal elastoplastic model9. 本構模型 臨界狀態(tài)彈塑性模型 critical state elastoplastic model9.rheological model9.flow rule9.Mohr-Coulomb yield criterion9.endochronic plastic model9.endochronic theory9.viscoe

28、lastic model9.tangent modulus9.Tsinghua elastoplastic model9.yield surface9. 本構模型 沈珠江三重屈服面模型 Shen Zhujiang three yield surface method9.9.twin shear stress yield criterion9.hyperbolic model9.Matsuoka-Nakai yield criterion9.9.elastoplastic modulus matrix9.elastoplastic modulus9.incremental elastoplast

29、ic theory9.elastic half-space foundation model9.elastic deformation9.elastic modulus9.elastic model9. 本構模型 魏汝龍KhoslaWuWei Rulong-Khosla-Wu model9.Winkler foundation model9.modified cambridge model9.hypoelastic model10.punching shear failure10.（臺）substratum10.subgrade, ground, foundation soil10.beari

30、ng capacity of foundation soil10. 地基承載力 地基極限承載力 ultimate bearing capacity of foundation soil10. 地基承載力 地基允許承載力 allowable bearing capacity of foundation soil10.stability of foundation soil10. 地基承載力 漢森地基承載力公式 Hansens ultimate bearing capacity formula10.state of limit equilibrium10. 地基承載力 加州承載比（美國）Calif

31、ornia Bearing Ratio10.local shear failure10.critical edge pressure10. 地基承載力 梅耶霍夫極限承載力公式 Meyerhofs ultimate bearing capacity formula10.Prandel bearing capacity theory10. 地基承載力 斯肯普頓極限承載力公式 Skemptons ultimate bearing capacity formula10.Terzaghi bearing capacity theory10. 地基承載力 魏錫克極限承載力公式 Vesicsultimate

32、bearingcapacityformula10.general shear failure11.passive earth pressure11.coefficient of passive earth pressure11.state of limit equilibrium11.earth pressue at rest11.coefficient of earth pressur at rest11.Coulombs earth pressure theory11.Culmannn construction11.Rankines earth pressure theory11.Rank

33、ine state11.state of elastic equilibrium11.earth pressure11.active earth pressure11.coefficient of active earth pressure12.（臺）angle of repose12.Bishop method12.safety factor of slope12. 土坡穩(wěn)定分析 不平衡推理傳遞法 unbalanced thrust transmission method12.Fellenius method of slices12.Culmann method12.friction cir

34、cle method12.Morgenstern-Price method12. 土坡穩(wěn)定分析 鉛直邊坡的臨界高度 critical height of vertical slope12.Swedish circle method12.Spencer method12.Taylor method12.slice method12.slope12.slope stability analysis12. 土坡穩(wěn)定分析 土坡穩(wěn)定極限分析法 limit analysis method of slope stability12. 土坡穩(wěn)定分析 土坡穩(wěn)定極限平衡法 limit equilibrium me

35、thod of slope stability12.angle of repose12.Janbu general slice method12.circular arc analysis13.specific gravity capacity13.dispersion of waves13.wave velocity method13.material damping13.initial liquefaction13.natural period of soil site13.dynamic shear modulus of soils13.dynamic solution of Bouss

36、inesq13.dynamic magnification factor13.dynamic properties of soils13.dynamic strength of soils13.akeleton waves in soils13.geometric damping13.liquefaction stress13.fluid wave in soil13.loss angle13.reciprocating activity13.dimensionless frequency13.liquefaction13.evaluation of liquefaction potentia

37、l13.stress ratio of liquefaction13.stress waves in soils13.dynamic settlement13. 土的動力性質 阻尼 damping of soil13. 土的動力性質 阻尼比 damping ratio14.retaining wall14.14.stability of retaining wall14.14. 擋土墻 扶垛式擋土墻 counterfort retaining wall14. 擋土墻 后垛墻（臺） counterfort retaining wall14.foundation wall14.reinforced

38、 earth bulkhead14.anchored plate retaining wall14.anchored sheet pile wall14.anchor rod retaining wall14. 擋土墻 懸壁式板樁墻 cantilever sheet pile wall14. 擋土墻 懸壁式擋土墻 cantilever sheet pile wall14.gravity retaining wall15.sheet pile15.sheet pile structure15.steel sheet pile15.reinforced concrete sheet pile15.

39、steel pile15.cast-in-place pile15.tie rod15.anchored sheet pile wall15.anchoring15.Anchorage15.wooden sheet pile15.timber piles15.cantilever sheet pile wall16. 基坑開挖與降水 板樁圍護 sheet pile-braced cuts16. 基坑開挖與降水 電滲法 electro-osmotic drainage16.piping16.heave of base16.dewatering16.instability (failure) of

40、 foundation pit16.bracing of foundation pit16.relief well16.dewatering method16.well point ctor well point16. 基坑開挖與降水 鉛直邊坡的臨界高度 critical height of vertical slope16.sand boiling16.deep well point16.vacuum well point16.braced pensated foundation17.bearing stratum17.（臺）substratum17. 淺基礎 單獨基礎 individual

41、 footing17. 淺基礎 倒梁法 inverted beam method17. 淺基礎 剛性角 pressure distribution angle of masonary foundation17.rigid foundation17.17.embeded depth of foundation17.coefficient of subgrade foundation pressure17.cross strip footing17.contact pressure17. 淺基礎 靜定分析法（淺基礎）static analysis (shallow foundation)17.sh

42、ell foundation17. 淺基礎 擴展基礎 spread footing17. 淺基礎 片筏基礎 mat foundation17.shallow foundation17.17.Zemochkins method17.flexible foundation17. 淺基礎 上部結構 基礎 土共同作用分析 structure- foundation-soil interaction analysis17. 淺基礎 談彈性地基梁（板）分析 analysis of beams and slabs on foundation17.strip footing17.substratum17.bo

43、x foundation17.18.Benoto cast-in-place pile18.Wave equation analysis18.（cast-in-place pile18.diving casting cast-in-place pile18.open-end caisson foundation18. 深基礎 沉箱基礎 box caisson foundation18. 深基礎 成孔灌注同步樁 synchronous pile18.pile caps18.fullness coefficient18.bearing capacity of single pile18. 深基礎

44、單樁橫向極限承載力 ultimate lateral resistance of single pile18. 深基礎 單樁豎向抗拔極限承載力 vertical ultimate uplift resistance ofsingle pile18. 深基礎 單樁豎向抗壓容許承載力 vertical ultimate carrying capacity single pile51618.深基礎 單樁豎向抗壓極限承載力 vertical allowable load capacity ofsinglepile51718.深基礎 低樁承臺 low pile cap51818.深基礎 地下連續(xù)墻 di

45、aphgram wall51918.深基礎 點承樁（臺） end-bearing pile52018.深基礎 動力打樁公式 dynamic pile driving formula52118.深基礎 端承樁 end-bearing pile52218.深基礎 法蘭基灌注樁 Franki pile52318.深基礎 負摩擦力 negative skin friction of pile52418.深基礎 鋼筋混凝土預制樁 precast reinforced concrete piles52518.深基礎 鋼樁 steel pile52618.深基礎 高樁承臺 high-rise pile ca

46、p52718.深基礎 灌注樁 cast-in-place pile52818.深基礎 橫向載荷樁 laterally loaded vertical piles52918.深基礎 護壁泥漿 slurry coat method53018.深基礎 回轉鉆孔灌注樁 rotatory boring cast-in-place pile53118.深基礎 機挖異形灌注樁53218.深基礎 靜力壓樁 silent piling53318.深基礎 抗拔樁 uplift pile53418.深基礎 抗滑樁 anti-slide pile53518.深基礎 摩擦樁 friction pile53618.深基礎

47、 木樁 timber piles53718.深基礎 嵌巖灌注樁 piles set into rock53818.深基礎 群樁 pile groups53918.深基礎 群樁效率系數(shù) efficiency factor of pile groups54018.深基礎 群樁效應 efficiency of pile groups54118.深基礎 群樁豎向極限承載力 vertical ultimate load capacity of pilegroups54218.深基礎 深基礎 deep foundation54318.深基礎 豎直群樁橫向極限承載力54418.深基礎 無樁靴夯擴灌注樁 ra

48、mmed bulb ile54518.深基礎 旋轉擠壓灌注樁54618.深基礎 樁 piles54718.深基礎 樁基動測技術 dynamic pile test54818.深基礎 鉆孔墩基礎 drilled-pier foundation54918.深基礎 鉆孔擴底灌注樁 under-reamed bored pile55018.深基礎 鉆孔壓注樁 starsol enbesol pile55118.深基礎 最后貫入度 final set55219.地基處理 表層壓密法 surface compaction55319.地基處理 超載預壓 surcharge preloading55419.地

49、基處理 袋裝砂井 sand wick55519.地基處理 地工織物 geofabric, geotextile19. 地基處理 地基處理 ground treatment, foundation treatment19.electrochemical grouting19.electro-osmotic drainage19.19.directional jet grouting19.frozen foundation improvement19.treatment with short pile19.preloading19.powder deep mixing posite foundat

50、ion19.vibratory bored pile19.jet grounting19.injection pacting pile19.chemical grouting19.cushion19.lime soil paction paction pile, compacted column19.displacement method19.reinforcement method19.reinforced earth19.soda solution grouting19.grout deep mixing method19.dewatering method19.19.pit underp

51、inning19.freezing and heating19.anchoring19.anchor pile underpinning19.consolidation19.expansive foundation treatment19. 地基處理 劈裂灌漿 fracture grouting19. 地基處理 淺層處理 shallow treatment19.dynamic compaction19.artificial foundation19.allowable grouting pressure19.pillow19.soft clay ground19.sand drain19. 地

52、基處理 砂井地基平均固結度 average degree of consolidation ofsand-drained ground19.sand column19. 地基處理 ft區(qū)地基處理 foundation treatment in mountain 602 19.deep mixing method603 19. 地基處理 滲入性灌漿 seep-in grouting604 19. 地基處理 濕陷性黃土地基處理 collapsible loess treatment 605 19. 地基處理 石灰系深層攪拌法 lime deep mixing method606 19. 地基處理

53、石灰樁 lime column, limepile 607 19. 地基處理 樹根樁 root pile608 19. 地基處理 水泥土水泥摻合比 cement mixing ratio609 19. 地基處理 水泥系深層攪拌法 cement deep mixing method 610 19. 地基處理 水平旋噴 horizontal jet grouting611 19. 地基處理 塑料排水帶 plastic drain612 19. 地基處理 碎石樁 gravel pile, stone pillar 613 19. 地基處理 掏土糾偏法19.natural foundation19.G

54、eopolymer19.geofabric, geotextile19.earth pile19.underpinning technique19.additive19.jet grouting19.chemical grouting19.presoaking19.preloading19.vacuum preloading19.vibroflotation method19.vibro-compaction19. 地基處理 振沖碎石樁 vibro replacement stone 628 19.vibro-replacement19. 地基處理 振密、擠密法 vibro-densifica

55、tion, compacting19.（復合地基）replacement ratio19.tamping19.pile underpinning19.stress ratio20.specific gravity capacity20. 動力機器基礎 等效集總參數(shù)法 constant strain rate consolidation 636 20.natural period of soil site637 20. 動力機器基礎 動基床反力法 dynamic subgrade reaction method 638 20. 動力機器基礎 動力放大因素 dynamic magnificatio

56、n factor639 20. 動力機器基礎 隔振 isolation640 20. 動力機器基礎 基礎振動 foundation vibration641 20. 動力機器基礎 基礎振動半空間理論 elastic half-space theory of foundation vibration64220. 動力機器基礎 基礎振動容許振幅 allowableamplitudeoffoundationvibration 643 20.natural frequency of foundation644 20. 動力機器基礎 集總參數(shù)法 lumped parameter method 645 2

57、0. 動力機器基礎 吸收系數(shù) absorption coefficient646 20. 動力機器基礎 質量彈簧阻尼器系統(tǒng) mass-spring-dushpot 647 21.natural period of soil site648 21. 地基基礎抗震 地震 earthquake, seism, temblor 649 21. 地基基礎抗震 地震持續(xù)時間 duration of earthquake65021. 地基基礎抗震 地震等效均勻剪應力 equivalentevenshearstressofearthquake 651 21.earthquake response spectr

58、um652 21. 地基基礎抗震 地震烈度 earthquake intensity653 21. 地基基礎抗震 地震震級 earthquake magnitude654 21. 地基基礎抗震 地震卓越周期 seismic predominant period655 21. 地基基礎抗震 地震最大加速度 maximum acceleration of earthquake 656 21. 地基基礎抗震 動力放大因數(shù) dynamic magnification factor657 21. 地基基礎抗震 對數(shù)遞減率 logrithmic decrement 658 21. 地基基礎抗震 剛性系數(shù)

59、coefficient of rigidity 659 21. 地基基礎抗震 吸收系數(shù) absorption coefficient 660 22. 室內土工試驗 比重試驗 specific gravity test661 22. 室內土工試驗 變水頭滲透試驗 falling head permeability test662 22. 室內土工試驗 不固結不排水試驗 unconsolidated-undrained triaxial test 663 22. 室內土工試驗 常規(guī)固結試驗 routine consolidation test664 22. 室內土工試驗 常水頭滲透試驗 const

60、ant head permeability test 665 22. 室內土工試驗 單剪儀 simple shear apparatus666 22. 室內土工試驗 單軸拉伸試驗 uniaxial tensile test667 22. 室內土工試驗 等速加荷固結試驗 constant loading rate consolidatin test 668 22. 室內土工試驗 等梯度固結試驗 constant gradient consolidation test669 22. 室內土工試驗 等應變速率固結試驗 equivalent lumped parameter method 670 22