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ID:13574190
大小:103.00 KB
页数:17页
时间:2018-07-23
《pec土木工程英语证书考试-土力学词汇》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、PEC土木工程英语证书考试-土力学词汇Aabsorbedwater吸着水accumulationsedimentationmethod累积沉淀法activeearthpressure主动土压力Eaactivityindex活性指数Aadamicearth,redsoil红粘土additionalstress(pressure)ofsubsoil地基附加应力(压力)szadversegeologicphenomena不良地质现象aeoliansoils风积土aeolotropicsoil各向异性土airdriedsoils风干土allowablesubsoilbear
2、ingcapacity地基容许承载力[s0]allowablesettlement容许沉降alluvialsoil冲积土anglebetweenfailureplaneandmajorprincipalplane破坏面与大主平面的夹角angleofinternal,external(wall)friction内摩擦角j、外(墙背)摩擦角angulargravel,angularpebble角砾anisotropicsoil各向异性土aquifer含水层aquifuge,impermeablerlayer不透水层areaoffoundationbase基础底面面积Aa
3、rtesianwaterhead承压水头artificialfills人工填土artificialfoundation人工地基AtterbergLimits阿太堡界限attitude产状averageconsolidationpressure平均固结压力averageheavingratiooffrozensoillayer冻土层的平均冻胀率haveragepressure,additionalpressureoffoundationbase基底平均压力、平均附加压力p、p0Bbasetiltfactoroffoundation17基础倾斜系数bc、bq、bgbas
4、etiltfactors基底倾斜系数bc、bq、bgbearingcapacity承载力bearingcapacityfactors承载力系数Nc,、Nq,、Ng[California]BearingRatio[CBR]承载比bearingstratum持力层bedrock,originalrock基岩beginninghydraulicgradient起始水力梯度(坡降)ioBiotconsolidationtheory比奥固结理论Bishop’sslicemethod比肖普条分法boundwater结合水(束缚水)boulder漂石Boussinesqtheor
5、y布辛奈斯克理论bridge桥梁bridgepier桥墩brokenstone,crushedstone碎石bulkmodulus体积模量burieddepthoffoundation基础埋置深度dbuoyantdensity浮密度r¢buoyantgravitydensity(unitweight)浮重度(容重)g’CCaliforniaBearingRatio(CBR)加州承载比capillaryrise毛细水上升高度capillarywater毛细(管)水categorizationofgeotechnicalprojects岩土工程分级cementation
6、胶结作用centralload中心荷载(轴心荷载)characteristicvalueofsubsoilbearingcapacity地基承载力特征值fakchemicalgrouting化学灌浆circularfooting圆形基础clay粘土claycontent粘粒含量clayminerals粘土矿物clayeysilt粘质粉土clayeysoils,claylysoils粘性土coarseaggregate粗骨料coarse-grainedsoils粗粒土coarsesand粗砂cobble卵石17Codefordesignofbuildingfounda
7、tion建筑地基基础设计规范coefficientofactiveearthpressure主动土压力系数Kacoefficientofpassiveearthpressure被动土压力系数KPcoefficientofcollapsibility湿陷系数dscoefficientofcompressibility压缩系数acoefficientofcurvature曲率系数Cccoefficientofearthpressureatrest静止土压力系数K0coefficientoflateralpressure侧压力系数K0coefficientofperm
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