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沥青老化临界状态与极限状态的确定

张海涛 何佳轩

石油化工高等学校学报2012,Vol.25Issue(4):1-5,5.
石油化工高等学校学报2012,Vol.25Issue(4):1-5,5.DOI:10.3969/j.issn.1006-396X.2012.04.001

沥青老化临界状态与极限状态的确定

Defination of the Critical State and Limit State of Asphalt Aging

张海涛 1何佳轩1

作者信息

  • 1. 东北林业大学土木工程学院,黑龙江哈尔滨150040
  • 折叠

摘要

Abstract

Through the Panjin asphalt (AH -90) aging test by different aging time in Lab, the performance data of the aging asphalt and mix of different time have been tested, the varied range of the main test data of the penetration (25 ℃) is 13 - 78 (0. 1 mm) , the relationship between the aging index and the aging time has been established, and the grades of asphalt aging based on the aging index and the ratio of remaining penetration has been put forward, the aging asphalt has been classified as 5 grades, based on the asphalt aging grades, the critical state and limit state of the aging asphalt has been defined .

关键词

沥青老化/分级/临界状态/极限状态

Key words

Asphalt aging/ Grade/ Critical state/ Limit state Corresponding author.

分类

能源科技

引用本文复制引用

张海涛,何佳轩..沥青老化临界状态与极限状态的确定[J].石油化工高等学校学报,2012,25(4):1-5,5.

基金项目

黑龙江省交通厅重点项目(T1102). (T1102)

石油化工高等学校学报

OACSTPCD

1006-396X

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