ImageVerifierCode 换一换
格式:PDF , 页数:7 ,大小:205.27KB ,
资源ID:173153      下载积分:9 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。 如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【https://www.wnwk.com/docdown/173153.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: QQ登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(ASTM_D_6951_-_D_6951M_-_18.pdf)为本站会员(益****师)主动上传,蜗牛文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知蜗牛文库(发送邮件至admin@wnwk.com或直接QQ联系客服),我们立即给予删除!

ASTM_D_6951_-_D_6951M_-_18.pdf

1、Designation:D6951/D6951M18Standard Test Method forUse of the Dynamic Cone Penetrometer in ShallowPavement Applications1This standard is issued under the fixed designation D6951/D6951M;the number immediately following the designation indicates theyear of original adoption or,in the case of revision,t

2、he year of last revision.A number in parentheses indicates the year of lastreapproval.A superscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This test method covers the measurement of the pen-etration rate of the dynamic cone penetrometer with an 8-kg17

3、.6-lb hammer(8-kg 17.6-lb DCP)through undisturbedsoil or compacted materials,or both.The penetration rate maybe related to in situ strength such as an estimated in situ CBR(California Bearing Ratio).A soil density may be estimated(Note 1)if the soil type and moisture content are known.TheDCP describ

4、ed in this test method is typically used forpavement applications.1.2 The test method provides for an optional 4.6-kg 10.1-lb sliding hammer when the use of the 8-kg 17.6-lb slidingmass produces excessive penetration in soft ground conditions.1.3 UnitsThe values stated in either SI units or inch-pou

5、nd units are to be regarded separately as standard.Thevalues stated in each system may not be exact equivalents;therefore,each system shall be used independently of the other.Combining values from the two systems may result in noncon-formance with the standard.1.4 This standard does not purport to a

6、ddress all of thesafety concerns,if any,associated with its use.It is theresponsibility of the user of this standard to establish appro-priate safety,health,and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.5 This international standard was develop

7、ed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2

8、.1 ASTM Standards:2D7380 Test Method for Soil Compaction Determination atShallow Depths Using 5-lb(2.3 kg)Dynamic ConePenetrometer3.Terminology3.1 Definitions:3.1.1 8-kg 17.6-lb DCP dynamic cone penetrometer,nadevice with an 8-kg 17.6-lb hammer used to assess the in situstrength of undisturbed soil

9、or compacted materials,or both,bydropping the hammer from a set height and measuring thedepth of penetration and counting hammer drops(blows).(SeeFig.1.)3.1.2 sliding attachment,nan optional device used inreading the distance the DCP tip has penetrated.It may befastened to the anvil or lower rod to

10、hold/slide along a separatemeasuring rod,or it may be fastened to the separate rod andslide along a graduated drive rod.(See Fig.1.)4.Summary of Test Method4.1 The operator drives the DCP tip into soil by lifting thesliding hammer to the handle and then releasing it.The totalpenetration for a given

11、number of blows is measured andrecorded in mm/blow,which is then used to describe stiffness,estimate an in situ CBR strength from an appropriate correla-tion chart,or other material characteristics.5.Significance and Use5.1 This test method is used to assess in situ strength ofundisturbed soil and c

12、ompacted materials(or both).Thepenetration rate of the 8-kg 17.6-lb DCP can be used toestimate in situ CBR(California Bearing Ratio),to identifystrata thickness,shear strength of strata,and other materialcharacteristics.1This test method is under the jurisdiction of ASTM Committee E17 on Vehicle-Pav

13、ement Systems and is the direct responsibility of Subcommittee E17.41 onPavement Testing and Evaluation.Current edition approved May 1,2018.Published May 2018.Originallyapproved in 2003.Last previous edition approved in 2015 as D6951/D6951M 09(2015).DOI:10.1520/D6951_D6951M-18.2For referenced ASTM s

14、tandards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 1942

15、8-2959.United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recommendations issued by the World Trade Organization Technica

16、l Barriers to Trade(TBT)Committee.1 5.1.1 Other test methods exist for DCPs with differenthammer weights and cone tip sizes,which have correlationsthat are unique to the instrument,such as Test Method D7380.5.2 The 8-kg 17.6-lb DCP is held vertically,and thereforeis typically used in horizontal construction applications,suchas pavements and floor slabs.5.3 This instrument is typically used to assess materialproperties down to a depth of 1000 mm 39 in.below thesurface.The penetration depth can be

copyright@ 2008-2023 wnwk.com网站版权所有

经营许可证编号:浙ICP备2024059924号-2