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The most commonly used method for assessing the hydraulic erodibility of rock is Annandale's method. This method is based on a correlation between the erosive force of flowing water and the capacity of rock resistance.
Lamine Boumaiza +2 more
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Experimental research on deformation failure process of roadway tunnel in fractured rock mass induced by mining excavation. [PDF]
Li G, Ma F, Guo J, Zhao H.
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With the deep extension of coal mining in China, fault water inrush has become one of the major disasters threatening the safety production of coal mine.
Jia Yunlong +7 more
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Quantitative Evaluation of Tunnel Rock Mass Integrity Based on MWD Technology
In tunnel construction, the quantitative evaluation of rock mass integrity heavily relies on information from the exposed face, and there are challenges when drilling data is used for integrity evaluation.
ZHANG Kunmu +4 more
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Seepage mutation of fractured rock mass is one of the main inducements of dump slide and other disasters. Pore structure is a significant factor affecting the seepage characteristics of fractured rock mass, while particle size gradation has an important ...
Xuyang Shi +3 more
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Upscaling of fluid flow in fractured rock masses
Numerical modeling of fluid flow is applied to assess hydraulic reservoir properties and their uncertainties for decades and thus proven to be an essential part of geo-resource exploration. Yet, one of its main challenges is how to properly translate flow from the pore- to the reservoir-scale - the so-called upscaling problem. For fractured reservoirs,
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Study of Rock Mass Fracturing in the Sherubaynurinsky Site
This study investigates the fracturing of the rock mass and coal-bearing strata at the Sherubaynurinsky site of the Karaganda Coal Basin, under the complex geological and geomechanical conditions characteristic of this methane-bearing sector of the basin, in order to support coalbed methane development.
D.R. Akhmatnurov +3 more
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Instability failure of bolted fractured rock masses is not typically observed at the beginning stage. Instead, their deformation continuously adjusts over time in response to the continuous application of a constant load, resulting in creep failure.
Huaichang Yu +7 more
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Flow Characteristics of Deep Fractured Rock Mass under Water-Rock Mass Coupling
Qiang Zhang +4 more
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The rock mass discontinuity, being one of the basic tectonic fabric characteristics, has been elaborated with graphical determination in relation to rock mass stability. The method enables solution of the basic elements which are important for rock slope
Ivan Tomašić
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