完整的勘察报告中英文对照

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1、建英资料下我就在筑龙网1.0冃IJBForeword受XX（中国）有限公司和XXX化工工程有限公司委托，我院对拟建“巴斯夫INTERMEDIATESTHF/POLY-THF项目"场地进行工程地质勘察工作。CommissionedbyXX（China）Co.,LtdandXXChemicalEngineeringCo.,Ltd,ourinstitutehasundertakentheengineeringgeologicinvestigationoftheINTERMEDIATESTHF/POLY-THFProject.1.

2、1、工程概况Projectprofile拟建工程位于上海市化学工业区B700〜B900地块内，东近目华路、南近南河。场地内主要拟建工艺装置区及辅助配套建筑物，各拟建（构）筑物的设计参数见表1,平面位置见“勘探孔平面布置图”。TheprojectislocatedinPiotB700~B900ofShanghaiCaojingChemicalIndustryPark（SCIP）.ItistothewestofMuhuaRdandtothenorthofNanRiver.PleaserefertoTable1fortheprop

3、osedprocessplant,theaccessorybuildings,thedesignparametersoftheproposedbuildings（structures）.PleaserefertotheFloorPlanoftheBoreholesfor1.2>勘察目白勺及技术要求Investigationpurposesandtechnicalrequirements本次勘察属详细勘察阶段，目的是为拟建（构）筑物的基础工程、基坑工程和厂区道路，地坪工程的设计、施工提供必要的工程地质资料。具体任务如下：Thi

4、sinvestigationisonthedetailedinvestigationphase,theobjectiveofwhichistoprovidenecessarygeologicaldataforthedesignandconstructionofbuildings9foundationandpits,theroadsandthegroundintheplant.Detailsareasfollowing:A、查清拟建（构）筑物地基压缩层及基坑稳定验算深度范围内地基土构成、分布规律及其工程地质特性；Tolearn

5、thecomposition,thedistributionrulesandgeologicalfeaturesoffoundation^compressionstratum,andofthefoundationsoilwithinthecalculationdepthofpitstability.B、提供各土层物理力学性质综合指标，地基承载力设计值fd和桩基承载力参数（包括桩周土极限摩阻力标准值fs和桩端土极限端阻力标准值fp）,提供基础沉降计算所需岩土参数；Toprovidethecomprehensivemechani

6、calparametersofeachstratum,bearingcapacityoffoundationfd,bearingcapacityofpilefoundation(includingultimatefidctiononpilesidesfsandultimateendbearingonpiletopsfd),andthegeotechnicalparametersneededinfoundationsettlementcalculation.表1拟建(构)筑物设计参数一览表Table1Overviewofthe

7、designparametersoftheproposedbuildings(stmctures)NAMEOFSTRUCTURETYPEOFSTRUCTUREDIMENSIONHEIGHT/STOREYLOADINGOFSTRUCTURETYPEOFFOUNDATIONALLOWABLESETTLEMENT(.mm)DIFFERENTIALSETTLEMENT(nun)THFPlantConcrel&'sieel105.0mX22.0m3storev/ll.Om3500kNpercolumnPilerafi2510React

8、orsConcrete7.0mdia.7.8m2000kNPile2510Compresso/blowerConcrete12.mX5.0m•IlOOkNPile2510POLY-THFPlantConcre(e/$ieel35.8mX39.9mcolumngrid7.0mX8.0m6st