Engineering characteristics of road aggregates from northern Pakistan and the development of a toughness index

被引:4
作者
Kamal, M. [1 ]
Sulehri, M. [2 ]
Hughes, D. [3 ]
机构
[1] Univ Engn & Technol, Dept Civil Engn, Taxila, Pakistan
[2] Nespak, Quetta, Pakistan
[3] Queens Univ Belfast, Sch Civil Engn, Belfast BT7 1NN, Antrim, North Ireland
关键词
aggregate; durability; quality assurance; roadbase; strength; subbase; Toughness Index; unbound material;
D O I
10.1007/s10706-005-6610-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper summarizes an extensive series of common durability, shape and strength tests carried out on road aggregates from quarries in northern Pakistan by Sharif et al. at the University of Engineering and Technology, Taxila. The data from these standard tests have been correlated for a particular aggregate type to show the close relationship between these measured physical characteristics. The paper outlines how, once these relationships have been established for a particular aggregate source, it is feasible to simplify the testing or quality assurance regime and monitor only some of these characteristics to assess the overall quality of the aggregate. The physical characteristics have then been combined into a linear relationship, using coefficients estimated from the extensive data set in the paper, to give a single characteristic for an aggregate type known as the Toughness Index (TI). The TI is therefore based on the main strength and durability characteristics of the aggregates and can be used as an indicator of the overall quality of the aggregate.
引用
收藏
页码:819 / 831
页数:13
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