Investigation of Disintegration Behaviors of Clay-Bearing Rocks by a New Methodology
- 1 July 2021
- journal article
- research article
- Published by ASTM International in Journal of Testing and Evaluation
- Vol. 49 (4), 2816-2830
- https://doi.org/10.1520/jte20180870
Abstract
Disintegration behaviors of clay-bearing rocks are special engineering problems. Samples are isolated and unconstrained in previous disintegrating-durability tests, unlike clay-bearing rocks under the natural controlled condition in the field. Then, a methodology of disintegration testing regarding natural controlled conditions was evaluated to study the disintegration behaviors of clay-bearing rocks. The study results indicated that the fissure area ratio (FAR) increases rapidly before the seventh wetting-drying cycle and then begins a stable trend. The fragment size distribution characteristics show that the proportion of small fragments gradually increases and that the proportion of large fragments gradually decreases with the increase in the number of wetting-drying cycles. Clay-bearing rock fragments larger than 2 mm disappear after seven wetting-drying cycles. The change characteristics of the disintegration resistance of the disintegrating clay-bearing rock are that, regardless of the critical fragment size diameter (Dcr) of complete disintegration, the slake durability index (I(D)) and disintegration ratio (DR) are reduced. The disintegration degree of aggregate fragments is further reflected by the DR, which corresponds with the FAR. A trend of the maximum shear stress related to the number of wetting-drying cycles has two stages: the first significant and then insignificant decrease. The critical number of wetting-drying cycles is seven, after which point the disintegrating clay-bearing rock fragments with a size coarser than 2 mm disappeared. The results indicate the highly positive correlation between strength and the DR of the disintegrating clay-bearing rock.Keywords
This publication has 15 references indexed in Scilit:
- Mechanism of the Mudstone Tunnel Failures Induced by Expansive Clay MineralsGeotechnical and Geological Engineering, 2016
- On the reliability of the strength retention ratio for estimating the strength of weathered rocksEngineering Geology, 2016
- Assessment of physical disintegration characteristics of clay-bearing rocks: Disintegration index test and a new durability classification chartEngineering Geology, 2009
- Predicting the Los Angeles abrasion loss of rock aggregates from the uniaxial compressive strengthMaterials Letters, 2007
- Assessing slope protection methods for weak rock slopes in Southwestern TaiwanEngineering Geology, 2007
- Investigation of the effect of aggregate shape and surface roughness on the slake durability index using the fractal dimension approachEngineering Geology, 2006
- Study on the physical disintegration characteristics of Subang claystone subjected to a modified slaking index testGeotechnical and Geological Engineering, 2005
- Predicting the unconfined compressive strength of the Breathitt shale using slake durability, Shore hardness and rock structural propertiesInternational Journal of Rock Mechanics and Mining Sciences, 1999
- Textural and microstructural influences on the durability of Waikato Coal Measures mudrocksQuarterly Journal of Engineering Geology, 1995
- Evaluation of empirical methods for measuring the uniaxial compressive strength of rockInternational Journal of Rock Mechanics and Mining Sciences, 1990