Assessing the durability of mudrocks using the modified jar slake index test

被引:37
作者
Czerewko, MA [1 ]
Cripps, JC [1 ]
机构
[1] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S1 3JD, S Yorkshire, England
关键词
durability; engineering properties; index tests; laboratory tests; mudrocks;
D O I
10.1144/qjegh.34.2.153
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
As exposure to weathering processes or other changes in moisture content can be the cause of troublesome breakdown of many mudrocks, it is essential to have reliable means of predicting this behaviour. Although the ISRM slake durability test is the standard test used to distinguish between durable and non-durable mudrocks, the test does not always identify problematic materials. The dynamic nature of the test and the use of an arbitrary 2 mm drum mesh size are particular short falls. The test is too aggressive to characterize properly the behaviour of low durability mudrocks and slaking of samples to a fragment size greater than 2 mm is not measured, This paper reviews the various tests that have been used for predicting slaking potential. Comparative durability testing of 49 selected UK mudrocks ranging in age from Cambrian slates to Carboniferous Coal Measures is described. An evaluation of the performance of these materials in the one- and three-cycle ISRM stake durability test confirms the greater value of the latter. The modified jar slake test was found to be a suitably simple and accurate means of determining the durability of these mudrocks. Comparisons with the results of natural slaking trials confirm that the modified jar slake test presents a more detailed evaluation of the slaking potential of samples. In practice it is anticipated that the described test procedure will be used to provide data that would augment sample evaluation based on the ISRM slake durability test.
引用
收藏
页码:153 / 163
页数:11
相关论文
共 56 条
[1]  
AKAI K, 1993, TESTING METHODS INDU
[2]  
[Anonymous], 1989, ROCK ENG
[3]  
*ASTM, 1987, AM SOC TEST MAT SOIL
[4]  
Badger CW., 1956, J Inst Fuel, V29, P417
[5]  
Bell F.G., 1992, Engineering Properties of Soils and Rocks, V3rd edn
[6]  
BELL FG, 1992, END ROCK MASSES
[7]  
BERKOVITCH I, 1959, J I FUEL, V32, P579
[8]  
BLATT H, 1982, SEMINENTARY PETROLOG
[9]  
*BRIT STAND I, 5930 BRIT STAND I
[10]  
*BRIT STAND I, 1990, 1377 BRIT STAND I