AASHTO 线性振幅扫描评价沥青混合料的抗疲劳性能.pdf,Standard Method of Test for Estimating Fatigue Resistance of Asphalt Binders Using the Linear Amplitude Sweep AASHTO Designation: T XXX-10 1. SCOPE 1.1. This test method covers the indication of asphalt b
updated to 1993 SUI1l巾rdSp町庐cariOllsfor Mowlble .HigJma} Bridges一1988 Edition SI川dard Spec(卢catio旧for Struclllral 5upportsfOf Highw川S也时t LumÎnaìres ω,,1 Trajjìc Signals-1985 Edition , updated to 1994 Guide SpeçificlI tiolls for Alremate Load Factor Design Procedllres ...
《AASHTO-T-97-2003.pdf》由会员分享,可在线阅读,更多相关《AASHTO-T-97-2003.pdf(5页珍藏版)》请在人人文库网上搜索。 standard method of test for flexural strength of concrete (using simple beam wtth thirdpoint loading) aashto designation: t 97-03 astm designation: c 78-02 1. scope 1.1. ...
1、SAFETY Comparative Performance Measurement 2009 A m e r i c a n A s s o c i a t i o n o f S t a t e H i g h w a y a n d Tr a n s p o r t a t i o n O ff i c i a l s 2009 by the American Association of State Highway and Transportation Officials....
AASHTO-T-50-1999-R2003.pdf资源ID:12694206 资源大小:286.56KB 全文页数:4页 资源格式: PDF 下载积分:6积分扫码快捷下载 会员登录下载 微信登录下载 三方登录下载: 手机扫码下载 请使用微信 或支付宝 扫码支付 • 扫码支付后即可登录、下载文档,同时代表您同意《人人文库网用户协议》 • 扫码过程中请勿...
AASHTO T 19M/T19-14 集料的体积密度(单位重量)及孔隙度的标准试验方法 中文版1、标准规范翻译版均为PDF或Word电子版供货,无纸质版。付款后邮箱附件或QQ附件发送。单次或累计十年标准规范翻译专业资料翻译经验,质量保证。了解详情请致电咨询:010-61217445,QQ/微信北京博
AASHTO-T-180-2009土的击实试验-中文版
2. 2.1. REFERENCED DOCUMENTS AASHTO Standards: M 92, Wire-Cloth Sieves for Testing Purposes M 231, Weighing Devices Used in the Testing of Materials T 19M/T 19, Bulk Density (“Unit Weight”) and Voids in Aggregate T 224, Correction for Coarse Particles in the Soil Compaction Test T ...
《AASHTO T 104-1999 Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate《用硫酸钠或硫酸镁作集料的坚固性试验方法》.pdf》由会员分享,可在线阅读,更多相关《AASHTO T 104-1999 Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate ...
二2555( 召‘况) ““ C B R A A SH T O T 19 3 鱿 ,脚1 AASHTO 层位系数 M.: 。 (台, AASHT0 199 3 路面结构设计指南 M,,PS i 7 5 AA SHT0 12 7 塑性指数P 及0. 07 5 筛孔通过率( w) CB R 二 1 + 0 .728( ,P ) AA SH T 0 r眺旧 29 2 1】二P C BR 二 A ...