AASHTO T 193-13(2021) Standard Method of Test for The California Bearing Ratio.pdf

test,其他规范
文档页数:12
文档大小:2.14MB
文档格式:pdf
文档分类:其他规范
上传会员:
上传日期:
最后更新:

Standard Method of Test for The California Bearing Ratio AASHTO Designation:T 193-13(2021) Technically Revised:2013 Reviewed but Not Updated:2021 Editorially Revised:2021 Technical Submittee:1a Soil and Unbound Recycled Materials AASHIO American Association of State Highway and Transportation Officials 555 12th Street NW Suite 1000 Washington DC 20004 Standard Method of Test for The California Bearing Ratio AASHTO Designation:T 193-13(2021) AASHIO Technically Revised:2013 Reviewed but Not Updated:2021 Editorially Revised:2021 Technical Submittee:1a Soil and Unbound Recycled Materials 1. SCOPE 1.1. This test method covers the determination of the California Bearing Ratio (CBR)of pavement subgrade subbase and base/course materials from laboratory pacted specimens.The test method is primarily intended for but not limited to evaluating the strength of cohesive materials having maximum particle sizes less than 19 mm (/4 in.). 1.2. When materials having maximum particle sizes greater than 19 mm (/4 in.)are to be tested this test method provides for modifying the gradation of the material so that the material used for tests all passes the 19.0-mm (3/4-in.)sieve while the total gravel 4.75-mm (No.4)to 75-mm(3-in.) fraction remains the same.While traditionally this method of specimen preparation has been used to avoid the error inherent in testing materials containing large particles in the CBR test apparatus the modified material may have significantly different strength properties than the original material.However a large experience base has developed using this test method for materials for which the gradation has been modified and satisfactory design methods are in use based on the results of tests using this procedure. 1.3. Past practice has shown that CBR results for those materials having substantial percentages of particles retained on the 4.75-mm (No.4)sieve are more variable than for finer materials. Consequently more trials may be required for these mat...

资源链接请先登录(扫码可直接登录、免注册)
十二年老网站,真实资源!
高速直链,非网盘分享!浏览器直接下载、拒绝套路!
本站已在工信部及公安备案,真实可信!
手机扫码一键登录、无需填写资料及验证,支持QQ/微信/微博(建议QQ,支持手机快捷登录)
①升级会员方法:一键登录后->用户中心(右上角)->升级会员菜单
②注册登录、单独下载/升级会员、下载失败处理等任何问题,请加客服微信
不会操作?点此查看“会员注册登录方法”

投稿会员:匿名用户
我的头像

您必须才能评论!

手机扫码、免注册、直接登录

 注意:QQ登录支持手机端浏览器一键登录及扫码登录
微信仅支持手机扫码一键登录

账号密码登录(仅适用于原老用户)