Comparing the Slaking of Clay-Bearing Rocks Under Laboratory Conditions to Slaking Under Natural Climatic Conditions

被引:51
作者
Gautam, T. P. [1 ]
Shakoor, A. [2 ]
机构
[1] Marietta Coll, Dept Petr Engn & Geol, Marietta, OH 45750 USA
[2] Kent State Univ, Dept Geol, Kent, OH 44242 USA
关键词
Long-term slaking behavior; Slake durability index; Disintegration ratio; Clay-bearing rocks; Natural climatic conditions; DURABILITY CLASSIFICATION; MUDROCK-DURABILITY; INDEX TEST; JAR SLAKE; FIELD; WEAK;
D O I
10.1007/s00603-015-0729-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The objective of this study was to compare the laboratory slaking behavior of common clay-bearing rocks to their slaking behavior under natural climatic conditions observed during a 1-year experimental study. Five-cycle slake durability tests were performed in the laboratory on five claystones, five mudstones, five siltstones, and five shales. Twelve replicate specimens of each of these 20 rocks were also exposed to natural climatic conditions for 12 months. After each month of exposure, one replicate specimen of each rock was removed from natural exposure and its grain size distribution was determined. The results of laboratory tests and field experiment were compared in terms of 1st, 2nd, 3rd, 4th, and 5th cycle slake durability indices (Id(1), Id(2), Id(3), Id(4), Id(5)), grain size distribution of slaked material, and disintegration ratio (D (R)), where D (R) is the ratio of the area under the grain size distribution curve of slaked material for a given specimen to the total area encompassing all grain size distribution curves of the specimens tested. Correlations of Id(1), Id(2), Id(3), Id(4), and Id(5) with D (R) values for laboratory specimens exhibit R (2) values of 0.87, 0.88, 0.83, 0.75, and 0.70, respectively. However, the relationship between Id(2) and D (R), determined after 1, 3, 6, and 12 months of natural exposure, becomes weaker with increasing time of exposure, with R (2) values of 0.65, 0.63, 0.63, and 0.25, respectively. The fifth-cycle slake durability index (Id(5)) for laboratory tested specimens shows a better correlation with D (R) values for naturally exposed specimens (R (2) up to 0.80). A comparison of grain size distribution curves of slaked material for laboratory specimens, after the 2nd cycle slake durability test, with those of specimens exposed to natural climatic conditions shows that the laboratory test underestimates the field durability for claystones, and overestimates it for siltstones.
引用
收藏
页码:19 / 31
页数:13
相关论文
共 26 条
[1]  
[Anonymous], 1972, PhD. Thesis,
[2]  
[Anonymous], 2007, The complete ISRM Suggested Mehtods for Rock Characterization, Testing, and Monitoring: 1974-2006, DOI DOI 10.1007/978-3-319-07713-0
[3]  
[Anonymous], 2008, ANN BOOK ASTM STAND
[4]  
Bell FG, 1997, ENG GEOL, V46, P11
[5]   A new laboratory rock test based on freeze-thaw using a steel chamber [J].
Binal, A. .
QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 2009, 42 :179-198
[6]   Assessing the durability of mudrocks using the modified jar slake index test [J].
Czerewko, MA ;
Cripps, JC .
QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY, 2001, 34 :153-163
[7]   LITHOLOGICAL CONTROLS OF MUDROCK DURABILITY [J].
DICK, JC ;
SHAKOOR, A .
QUARTERLY JOURNAL OF ENGINEERING GEOLOGY, 1992, 25 (01) :31-46
[8]   A GEOLOGICAL APPROACH TOWARD DEVELOPING A MUDROCK-DURABILITY CLASSIFICATION-SYSTEM [J].
DICK, JC ;
SHAKOOR, A ;
WELLS, N .
CANADIAN GEOTECHNICAL JOURNAL, 1994, 31 (01) :17-27
[9]   Assessment of physical disintegration characteristics of clay-bearing rocks: Disintegration index test and a new durability classification chart [J].
Erguler, Z. A. ;
Ulusay, R. .
ENGINEERING GEOLOGY, 2009, 105 (1-2) :11-19
[10]   Quantification of Fragment Size Distribution of Clay-Bearing Rocks after Slake Durability Testing [J].
Erguler, Zeynal Abiddin ;
Shakoor, Abdul .
ENVIRONMENTAL & ENGINEERING GEOSCIENCE, 2009, 15 (02) :81-89