中英文地勘(地质勘查)报告

第一章

1.Projectprofile

工程名称：

Projectname:工程概况

工程地点：

Position:

拟建工程概况：拟建厂房一间，南北长154.11m，东西宽105.28m，局部宽136.77m，为1层钢结构，局部2～3层，拟采用独立柱基础，柱间距约10m，厂房内设有8吨吊车，基底压力约50kPa。厂房中部设有2座高货架,货架基底压力约为120kPa，高货架部位独立柱基础基底压力按200kPa考虑。厂房内局部有地下室，埋深约5.0m。

Proposedprojectintroduction:One-storyProductionhall(PH)issteelstructure,someareahasmezzaninefloor.ThelengthofPHfromnorthtosouthis154.11m,andthewidthfromeasttowestis105.28m,partlythewidthis136.77m.Thecolumndistanceisabout10mwithproposedindependentfoundation.

AmongthePH,thereare8-toncranesinsomearea,andthe

subgradereactionisabout50kpa.InthemiddleofPH,thesubgrade

reactionofthetwohighrackstorageisabout120kpa.Inthepressurearea,thebottomelevationofthebasementisaboutEL-5.000m.

勘察阶段：详细勘察。

Stage:detailedinvestigationstage

岩土工程勘察等级：根据《岩土工程勘察规范》GB50021-2001第3.1.1条～第3.1.4条，该工程重要性等级为三级，场地等级为二级，地基等级为二级，勘察等级为乙级。

Degree:DegreeofimportancefortheproposedprojectisClass3,andthatofcomplexityofthesiteandthefoundationisalsoClass2,accordingtotheCodeforGeotechnicalEngineeringInvestigationGB50021-2001(3.1.1~3.1.4),wedefinethisgeotechnicalengineeringinvestigationasClassB.

勘察任务及要求：

Taskandrequirementoftheinvestigation

1.查明拟建场地范围内岩土层的类型、深度、分布、工程特性，提出详细的岩土工程资料，为设计和施工提供所需的各种参数；

Identifycomposition,distributionrules,depthandengineering

geologicfeaturesofthefoundationsoilswithintheexplorationdepthattheproposedsite.Toprovidedetailcomprehensivephysical&

mechanicalparametersofeachstratum,designparametersofgroundbearingcapacityandpilefoundationbearingcapacity,andgeotechnicalparametersrequiredforfoundationsettlementcalculation.

2.查明地下水的埋藏条件、水位、变化幅度，判定地下水（土）对建筑材料的腐蚀性；提供场地标准冻结深度；

2.Identifyembedmentstatus,type,watertableandevolutionofundergroundwater,andevaluatethecorrosivenessdegreeofsitesoilandgroundwatertobuildingmaterials.Providethestandardfrozendepthof

thesoilatproposedsite.

3.确定场地土的类型及建筑场地类别、判定饱和粉土及砂土的液化可能性；

3.Specifysiteclassificationandzoningofthesiteintosections.Toidentifydistributionstatusofsaturatedsiltysoilandsandysoilandassessitsliquefactionpotentialandliquefactiondegree.

4.对地基的稳定性、均匀性、承载力问题进行评价；

4.Giveabriefevaluationaboutthestability,uniformityandbearingcapacityofthesoilfoundation.

5.查明场地内不良地质作用类型的成因、分布范围、发展趋势及危害程度，并提出评价与整治方案及建议；

5.Identifythecause,distributionrange,developmenttrendandextendofdamageofdefectivegeologicalenvironmentonsite.Alsoprovidetheevaluationandrelatedtreatmentscheme.

6.选择合理的基础类型及埋深；如使用桩基，选择最佳桩端持力层，提供桩基参数。

6.Recommendandselectsuitabletypeanddepthofthefoundation.Selectthebestloadbearingstratumandprovidethepileparametersifpilefoundationbeadoptedontheproject.

布孔原则及实施：根据甲方提供的建筑总平面图，依据《岩土工程勘察规范》GB50021-2001第4.1.11条～第4.1.20条之规定，本次勘察在建筑物边线、角点共布设36个勘探点，其中生产车间荷载较小，按天然地基考虑,勘探孔深度10.0m～15.0m；高货架部位荷载较大，按复合地基考虑，勘探孔深度20.0m～25.0m。具体布孔

详见“勘探点平面布置图”，各孔深度等见“勘探点一览表”。

Workscopeandrules:

Basingonthearchitecturallayoutfromtheclient,andaccordingtotheCodeforGeotechnicalEngineeringInvestigation

GB50021-2001(4.1.11~4.1.20),wearrangedtotally36holesonsite.ThedepthofboringholeinmostareaofPHis10~15m,belongtonaturalsoilfoundationwithnormalload.

Butforthehighrackstoragearea,thedepthofboringholeincreasedto20~25m,belongtocompositesoilfoundationwithrelativelylargeload.DetailinformationPLSsee“boringholelayout”and“boringholesheet”.

勘探方法：采用钻探取样、标准贯入试验和静力触探相结合勘探方法

Investigationmethods:Adoptsacombinationofboreholesampling,in-situtest(SPTandCPT).

1、钻探：采用DPP100-3E型汽车钻机，回转式螺旋钻头钻进，地下水位以上干钻，回次进尺不大于1m。采用活塞式取土器，静压法采取土样，取样前需清孔，孔底残留浮土厚度不得大于取土器上端废土段长度，遇砂层可采用套管护壁或岩芯管钻进，水位以下可采用泥浆护壁，开孔直径150mm，终孔直径不小于110mm。

1.Boring:Usingdrillingtruck(DPP100-3E),Rotaryscrewdrill,drillingatcirculationbreakabovetheundergroundlevel,footage<1m.SamplethesoilonStaticpressuremethodbyPistontypesoilsampler.Theholesneedtobecleaned,andthelengthofremainedcappingmassontheholebottomshouldlessthantheredundantsoillengthonthetopof

thesampler.

Casinghole-boringmethodcanbeadoptedtodrillthroughthesandlayer,andslurrywallcanbeusedunderthegroundwater.Thediameterofthebeginningholeis150mm,andthefinaldiametershouldbenolessthan110mm.

2、静力触探：采用单桥探头，微机自动处理，要求每0.1m采集一组数据。

2.CPT:Conepenetrationtestisdonebysingle-bridgesensor.Thedataiscollectedandrecordedautomaticallywiththeperiodofeveryper0.1mbymicroprocessor.

3、标准贯入试验：锤重 …… 此处隐藏：12332字，全部文档内容请下载后查看。喜欢就下载吧 ……