勘察技术要求中英文Word文件下载.docx
- 文档编号:17201710
- 上传时间:2022-11-28
- 格式:DOCX
- 页数:18
- 大小:42.93KB
勘察技术要求中英文Word文件下载.docx
《勘察技术要求中英文Word文件下载.docx》由会员分享,可在线阅读,更多相关《勘察技术要求中英文Word文件下载.docx(18页珍藏版)》请在冰豆网上搜索。
Theobjectiveoftheproposedgeologicalinvestigationworksistoidentifythesubsurfacesoilconditionsandobtaintherelevantgeologicalinformationalongtheproposedbridgealignmentinordertoprovidebasisforengineeringdesignofthefoundation.Basedonthetentativeconfirmedlocationandalignmentofthebridgeproposal,thedetailedgeologicalinvestigationworksshallbecarriedout,incombinationwiththeexistingsoilinvestigationinformation,toidentifythesubsurfacesoilprofile,bedrockgeology,groundwaterconditionandthepresenceofanyunfavourablesoilconditions,etc.,alongthebridgealignment.
2依据规范
(1)CodeofpracticeforsiteinvestigationsBS5930:
1999
(2)BritishStandardMethodsoftestforSoilsforcivilengineeringpurposesBS1377:
(3)参考马来西亚当地与本工程相关的标准、规范等
2CodeofPractice
ThegeologicalinvestigationworksshallbecarriedoutinaccordancetotheBritishStandardsBS5930-1999“CodeofPracticeforSoilInvestigations”andBS1377-1999“CodeofPracticeforMethodofTestforSoilforCivilEngineeringPurposes”andanyotherrelevanttechnicalstandards.
3总体技术要求
本项目的勘察承包商应具有符合马来西亚国家法律规定的勘察资质证明文件以及执业注册资格,勘察承包商应在最终勘察报告的成果署名,并承担全部的工程勘察及岩土工程分析工作的法律责任,其勘察技术成果报告需满足马方政府部门的审批要求,并负责该审批与上报等工作。
所有的设备仪器的配置均必须根据英标工程规范的要求配置,并经马来西亚国家有关计量认证部门的标定。
3Generaltechnicalrequirement
ThecontractorshallpossesscertificateofbusinessregistrationandcertificateofstatutorybodiesregistrationforgeologicalinvestigationworkwhichrecognizedbyMalaysiaStatutoryDepartment.Thecontractorshallstateitsnameinthefactualreportandholdlegalresponsibilityofthesoilinvestigationandgeotechnicalinterpretationworks.ThefactualreportandgeotechnicalInterpretationreportshallfulfilltherequirementsofMalaysianStatutoryDepartment.ThecontractorshallundertakeobligationinlinewithMalaysianStatutoryDepartmenttoexamineandsubmitthefactualandgeotechnicalInterpretationreport.AllequipmentandinstrumentsforthegeologicalinvestigationworkshallbeinaccordancewiththeBritishStandardsandshallbecalibratedandvalidatedbytherelatedMalaysianstatutorydepartment.
(1)平面坐标及高程控制系统:
工程勘察平面坐标采用马来西亚的MRSO坐标系,高程系统采用马来西亚ACD(AdmiraltyChartDatum)高程基准。
钻孔定位坐标放样精度、钻孔孔口高程误差控制应满足BS5930:
1999要求。
(1)Controlsystemofplanecoordinateandelevation
Inthesiteinvestigation,theMalaysianlocalcoordinatesystemi.e.MRSOisadoptedfortheplanecoordinateandACD(AdmiraltyChartDatum)usedforelevationsystem.ThetoleranceforlocationandelevationofboreholesshallbeinaccordancewiththerequirementsofBS5930:
1999.
(2)钻孔性质的要求:
总体勘察的钻孔50%为技术性控制孔,50%为一般地质探查孔,在技术孔中须按本技术要求的规定严格采取原状土样、岩石试样,并进行原位测试等现场工作;
在一般性地质孔中主要用于地层鉴别与划分,并重点测试松散层、全、强风化层等位置的标准贯入试验、动探试验数据等,以及补充采取邻近技术孔漏取的原状土样、岩样等。
(2)Requirementsforboreholes
50%oftotalboreholesshallbetechnicalboreholes,andremaining50%commongeologicalboreholes.Intechnicalboreholes,undisturbedsoilsamplesandrockcoresshallbetakenforlaboratorytestandin-situtestinginaccordancewiththetechnicalrequirements.
Commongeologicalboreholeismainlyusedtodeterminethesoilprofileandidentifythesoillayers.Forcertainsoillayersofloosesoil,completelyweatheredsoilandhighlyweatheredsoil,in-situtestse.g.SPT,otherdynamicexplorationtestsshallbecarriedout.Thecommongeologicalboreholesalsoservetoprovideanyundisturbedsoilsamplesorrockcoreswhichhavenotbeentakeninadjacenttechnicalboreholes.Basedonalltheseboreholestotallyandquantitativephysical-mechanicsparametersofsoilandrockcanbeobtainedforbridgefoundationdesign.
(3)钻孔取芯要求:
要求所有钻孔(技术孔与一般性地质孔)均进行全孔段取芯。
并放置在标准的岩芯箱里。
岩芯采取率要求在坚硬完整的岩层中,不宜小于85%,在强风化、破碎的岩层中,不宜小于50%;
重点研究的孔段(断层破碎带、滑坡滑动带等)应尽量提高岩芯采取率。
粘性土地层不小于80%,砂类土地层不小于65%。
钻孔孔径的要求以满足采取原状土样供做室内土的物理与力学试验的土样为控制条件,岩石试验应满足室内岩石试验样品制备要求。
(3)RequirementsforSampling
Fullsectionalsamplingshallbeconductedforallboreholes(technicalboreholes&
commonboreholes)andthesoilsamplesandrockcoresshallbestoredinstandardsamplestorebox.Therecoveryofsoilsamples/rockcoresshallbeequaltoorgreaterthan85%inhardandintactrocklayerandtherecoveryofsoilsampes/rockcoresforhighlyweatheredandfracturedrockshallbeequaltoorgreaterthan50%.Forcertainboreholesectionsatdifferentsoilinterfaces,fracturedzonesandslidinglayer,therecoveryofsoilsamples/rockcoresshalladequatelybeincreased.Thesamplingrecoveryforclayandsandysoilshallbeequaltoorgreaterthan80%and65%respectively.
Thediameterofboreholesshallbeinaccordancewiththerequirementsofsamplingforlaboratorytests.
(4)钻孔中原位测试
钻孔中所有测试工作必须满足BS规范的要求,包括测试仪器等必须采用符合BS标准以及测试仪器标定等要求进行现场测试工作。
☻在所有钻孔中的松散层内均应进行标准贯入试验,标贯试验应在采取原状土样后,立即进行。
以取得粘性土和砂性土的力学参数,采取适当数量的扰动砂样进行颗粒分析试验。
☻技术性钻孔标准贯入试验的间隔应为2m,在2m中间布置采取原状土样,即1次标准贯入试验→钻探采芯→原状土样→标准贯入试验→钻探采芯→原状土样……。
☻一般性地质孔的标准贯入试验应视地层变化,布置3~5m试验间隔为宜。
☻十字板剪切试验均匀布置10%钻孔的浅部较软地层中进行,单孔内试验1次间隔视地层厚度变化布置1~2m为宜,各点均应进行原状土与重塑土剪切试验,以求得软土的灵敏度。
☻用于砂土液化判别的钻孔每公里间隔至少布置1孔,钻孔判别深度范围内的标准贯入试验间距按1米进行,并采取标贯器中的扰动样留作试验室的颗分与粘粒含量的测定;
在勘察报告中提供标贯实测锤击数。
☻均匀布置约10个钻孔的波速测试工作,要求在钻孔内横波、纵波同时测试,测试垂向间距应控制在1m以内,并根据地层变化随时调整测试间隔,测试深度应从孔口到达孔底。
(4)RequirementsforIn-situtestsinborehole
Allin-situtestsinboreholesandequipmentandinstrumentsusedshallfulfilltherequirementsofrelevantBritishStandards.
SPTshallbecarriedoutforallloosesoillayersinallboreholes.SPTtestsshallbecarriedoutrightafterundisturbedsamplingintheboreholesinordertoobtainmechanicalparametersforcohesiveandcohesivelesssoil.Severaldisturbedsandsamplesshallalsobetakenforsievingtests.
Intechnicalboreholes,SPTshallbeconductedat2mintervals.Undisturbedsoilsampleshallbetakenwithinthe2mintervali.e.theprocessshallbeSPTSamplecoringundisturbedsamplingSPTSamplecoringundisturbedsamplingandsoon.
Incommonboreholes,SPTshallbeconductedatabout3-5mintervalsdependingonthechangesofsoilstrata.
Vanesheartestshallbecarriedoutuniformlyin10%ofboreholesatshallowandrelativelysoftsoillayers.Itshallbeconductedatabout1-2mintervalsdependingonthethicknessandchangesofthesoilstrata.Thetestshallbecarriedoutforundisturbedsoilandremouldedsoilinordertoachievethesoilsensitivity.
Atleastoneboreholeatevery1kilometerintervalalongtheproposedbridgealignmentwillbeusedtoidentifyandevaluatethepossibilityofsandysoilliquefaction.SPTtestsfortheboreholesshallbecarriedoutat1mintervalsthroughoutthedepthofsandylayer.ThedisturbedsoilsampletakenduringSPTtestsshallbestoredforlaboratorytest(particlesizedistributionandsedimentationtest).TheactualSPTNvalueshallberecordedintheSoilInvestigationreport.
About10boreholesatequalspacedintervalsalongtheproposedbridgealignmentshallbeusedforverticalseismicprofiling(VSP)test.Theshearwaveandlongitudinalwaveshallbemeasuredatthesametime.Theintervalofwavetestinboreholeshallnotexceed1meter,butthedistancecanbeadjustedaccordingtothechangeofsoillayer.Thedepthoftestshallbemeasuredbasedontoptothebottomofboreholes.
(5)钻孔中原状土取样
☻技术孔中钻孔取样
在粘性土、砂性土层中,一般每2.0m应取原状样一件,遇有土层变化,应立即取样,以保证薄层不漏样。
如层厚大于或等于5m,可分别在上、中、下各取代表性土样1件,原状土样的取样最大间隔不大于3.0m。
在基岩地层中,全风化层取样要求同土层,强风化基岩岩芯较完整时采样间隔为2~3m,岩芯较破碎时,可以进行点荷载试验以弥补强风化层的岩石力学指标;
弱风化、微风化为3~5m左右。
如层厚大于或等于5m,可分别在上、中、下各取代表性岩样1组。
☻一般性地质孔取样
一般性地质孔中的采样主要是弥补临近技术孔中漏取的原状土样、岩样,对于较厚的砂性土可以采取适当的扰动土样进行室内筛分试验等。
(5)Requirementsforundisturbedsoilsampling
undisturbedsoilsamplingintechnicalboreholes
Inclayandsandysoil,oneundisturbedsampleshallgenerallybetakenat2.0mintervals.Iftherearechangesofsoilstrata,undisturbedsampleshallbetakenimmediatelytoavoidmissinginformationforthinsoillayer.Forthicksoillayerof5morgreater,undisturbedsamplescanbetakenattopmost,middleandbottommostofthesoillayer.However,themaximumintervalofundisturbedsamplesshallnotexceed3m.
Forbedrockstrata,therequirementofundisturbedsamplingforcompletelyweatheredlayershallfollowthatforsoillayerinboreholes.Forhighlyweatheredrock,theintervalforundisturbedsamplingshallbe2.0-3.0mifthesamplingrecoveryishigh.Iftherockrecoveryisrelativelylow,pointbearingtestshallbecarriedouttoobtainitsmechanicalparameter.Forweaklyorslightlyweatheredrock,thesamplingintervalshallbeabout3.0-5.0m.forthickbedrockof5morgreater,threesamplescanbetakenattopmost,middleandbottommostoftherocklayerorattheterminationdepthoftheboreholes.
undisturbedsoilsamplingincommonborehole,
Commonboreholesaremainlyusedtosupplementundisturbedsoilsamplesorrockcoresforadjacenttechnicalboreholes.Forthicksandysoillayer,disturbedsandysoilsamplescanbetakenforsievingtest.
(6)钻孔终孔原则
钻孔的终孔深度应以设计钻孔深度为控制条件,终孔深度附近地层较差时,应适当加深,并由勘察单位技术负责人根据具体情况确定,并报告设计代表。
(6)Terminationdepthofboreholes
Theterminationdepthofeveryboreholeshallfollowthedesigndepth.Iftheterminationdepthshowsweakersoil/rocklayer,thedepthoftheboreholeshallbeextendeduponconfirmationfromthetechnicalpersonnelonsite.Thechangesshallreporttothedesignpersonnel.
4针对不同桩基形式的勘察细部要求
4Detailedrequirementsaccordingtodifferenttypesoffoundation
(1)钻孔灌注桩
钻孔灌注桩基础主要用在桩号K1+863.46~K2+338.46的主桥范围内,以及K16+088.46~K16+913.46在主桥区应重点做好以下工作:
☻保证技术性钻孔的原状土样的采集数量与质量,严格按照2m的取样间隔采取原状土样,并进行标准贯入实验,如遇土层变化,应加密采取原状土样以及标准贯入试验。
☻室内土工试验项目的布置
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- 勘察 技术 要求 中英文