完整的勘察报告中英文对照_secret.doc

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1、1.0、前言Foreword受××（中国）有限公司和×××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。Commissionedby××(China)Co.,Ltdand××ChemicalEngineeringCo.,Ltd，ourinstitutehasundertakentheengineeringgeologicinvestigationoftheINTERMEDIATESTHF/POLY-THFProject.1.1、工程概况Projectprofile拟建工程位于上海市化学工业区B700～B9

2、00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”。TheprojectislocatedinPlotB700～B900ofShanghaiCaojingChemicalIndustryPark(SCIP).ItistothewestofMuhuaRdandtothenorthofNanRiver.PleaserefertoTable1fortheproposedprocessplant,theaccessorybuildings,thedesignparametersofthepropos

3、edbuildings(structures).PleaserefertotheFloorPlanoftheBoreholesfor1.2、勘察目的及技术要求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：Thisinvestigationisonthedetailedinvestigationphase,theobjectiveofwhichistoprovidenecessarygeologicald

4、ataforthedesignandconstructionofbuildings’foundationandpits,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；Tolearnthecomposition,thedistributionrulesandgeologicalfeaturesoffoundation’scompressionstratum,andofthefoundationsoilwithinthecalcul

5、ationdepthofpitstability.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；Toprovidethecomprehensivemechanicalparametersofeachstratum,bearingcapacity39第页offoundationfd,bearingcapacityofpilefoundation(includingultimatefrictiononpilesidesfsandultimateendbearingo

6、npiletopsfd),andthegeotechnicalparametersneededinfoundationsettlementcalculation.表1拟建（构）筑物设计参数一览表Table1Overviewofthedesignparametersoftheproposedbuildings(structures)NAMEOFSTRUCTURETYPEOFSTRUCTUREDIMENSIONHEIGHT/STOREYLOADINGOFSTRUCTURETYPEOFFOUNDATIONALLOWABLESETTLEMENT(mm)DIFFERENTIALSETTLE

7、MENT(mm)THFPlantConcrete/steel105.0m×22.0m3storey/21.0m3500kNpercolumnPileraft2510ReactorsConcrete7.0mdia.7.8m2000kNPile2510Compresso/blowerConcrete12.m×5.0m-1100kNPile2510POLY-THFPlantConcrete/steel35.8m×39.9mcolumngrid7.0m×8.0m6storey/31.0m