[1]周燕,陈拴发,刘丹,等.SAMPAVE沥青混合料级配设计研究[J].郑州大学学报(工学版),2010,31(01):33.
 ZHOU Yan,CHEN Jiaofa,LIU Dan,et al.Research on Grading Design of SAMPAVE Asphalt Mixture[J].Journal of Zhengzhou University (Engineering Science),2010,31(01):33.
点击复制

SAMPAVE沥青混合料级配设计研究()
分享到:

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
31
期数:
2010年01期
页码:
33
栏目:
出版日期:
2010-01-30

文章信息/Info

Title:
Research on Grading Design of SAMPAVE Asphalt Mixture
作者:
周燕陈拴发刘丹等.
长安大学特殊地区公路工程教育部重点实验室,陕西,西安,710064
Author(s):
ZHOU Yan; CHEN Jiaofa; LIU Dan; etc
1.Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang’an University,Xi’an 71 0064。Chi—na;2.School of Materials Science and Engineering,Chang’an University,Xi’an 710061,China;3.Guangdong CAC Engineering Consultants Co.Ltd.,Guangzhou 5 1 0627,China;4.School of Civil Engineering,Beijing Jiaotong University,Beijing100044。China
Keywords:
SAMPAVE asphalt mixturestress absorbing layervarying i methodgrading rangereflectivecracking
文献标志码:
A
摘要:
SAMPAVE(Stress Absorbing Mixtures Pavement)沥青混合料是一种新型的延缓和防止反射裂缝的应力吸收层材料,具有抗裂、防渗、粘结等特性.根据变i法对SAMPAVE混合料进行矿料组成设计,并与AC-5、美国规范、科氏公司推荐的级配范围进行比较.结果表明,对于变i法设计的SAMPAVE混合料,级配上限、级配下限确定的沥青用量在设计工程级配沥青用量的±0.3%范围内,满足生产控制的要求,且SAMPAVE混合料具有优良的耐高温、耐低温、抗变形、耐疲劳、抗水损害等路用性能.
Abstract:
SAMPAVE(Stress Absorbing Mixtures Pavement)asphalt mixture is a new stress absorbing mixturefor delaying or restraining reflective cracking.It has the characteristics of anti-cracking,anti—leakage and be—ing adhesive.Based on the varying i method,the paper designs mineral aggregate composition of SAMPAVEasphalt mixture and compares it with China AC-5,the United States standard,KOCH corporation recommendgrading ranges recommended by KOCH eorp oration.The result shows that under the varying i method grading,the optimum asphalt content at upper and lower limit is in the range of±0.3%project grading.whichcan meet the production control demand of stress absorbing layer mixture.And SAMPAVE mixture has excel—lent hiIgh or low temperature resistance,anti-deformation。anti-fatigue and anti-water damage road performance.
更新日期/Last Update: 1900-01-01