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ID:27303318
大小:756.00 KB
页数:39页
时间:2018-12-02
《完整的勘察报告中英文对照_secret》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、.WORD格式.资料.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
2、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”。TheprojectislocatedinPlotB700~B900ofShanghaiCaojingChemicalIndustryPark(SCIP).ItistothewestofMuhuaRdandtothenorthofNanRiver.PleaserefertoTable1fortheproposedprocessplant,theaccessorybuildings
3、,thedesignparametersoftheproposedbuildings(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,theobject
4、iveofwhichistoprovidenecessarygeologicaldataforthedesignandconstructionofbuildings’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’scompr
5、essionstratum,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;Toprovidethecomprehensivemechanicalparametersofeachstratum,bearingcapacity专业.整理.WORD格式.资料.offoundationfd,bearingcapacityofpi
6、lefoundation(includingultimatefrictiononpilesidesfsandultimateendbearingonpiletopsfd),andthegeotechnicalparametersneededinfoundationsettlementcalculation.表1拟建(构)筑物设计参数一览表Table1Overviewofthedesignparametersoftheproposedbuildings(structures)NAMEOFSTRUCTURETYPEOFSTRUCTUREDIMENSIONHEIGH
7、T/STOREYLOADINGOFSTRUCTURETYPEOFFOUNDATIONALLOWABLESETTLEMENT(mm)DIFFERENTIALSETTLEMENT(mm)THFPlantConcrete/steel105.0m×22.0m3storey/21.0m3500kNpercolumnPileraft2510ReactorsConcrete7.0mdia.7.8m2000kNPile2510Compresso/blowerConcrete12.m×5.0m-1100kNPile2510POLY-THFPlantConcrete/steel3
8、5.8m×39.9mcolumngri
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