نتایج جستجو برای: rock mass classification

تعداد نتایج: 975697  

2017
Kunpeng Gao

Strata and surface movement induced by mining under open-pit final slope is a huge 8 threat to mine safety. Physical model test is an important method to study mining-induced strata 9 and surface movement laws. Because of rock joints predominantly control rock mass deformation 10 and failure, thus physical model test leaving out of consideration of rock joints is difficult to reflect 11 the inf...

Journal: :E3S web of conferences 2021

The article analyzes the issue of reliable estimate unloading extent and variation order coal-rock massif geomechanical characteristics as a result hydraulic fracturing undertaken from mine workings. For this purpose it is proposed to use value studied rock mass. In case possibility comparison with geological actual data doesn’t exist, option using mass classification based on estimated geophys...

2009
T. G. SITHARAM

The paper presents summary of the work carried out by the author on the modelling of jointed rock mass with some field applications. The equivalent continuum analyses approach presented attempts to use statistical relations, which are simple and obtained after analyzing a large data from the literature on laboratory test results of jointed rock masses. Systematic investigations were done includ...

2008
R. D. Dwivedi R. K. Goel A. Swarup V. V. R. Prasad R. K. Bajpai P. K. Narayan V. Arumugam

Permeability at high temperature is a very important parameter to be considered for designing underground high level nuclear waste repository (HLW) in rock mass. The surrounding rock mass is exposed to heat radiated by HLW when it is buried underground and development or extension of micro-cracks takes place in the host rock due to rise in temperature. Keeping this in view, the permeability stu...

2015
Yang Lijun

Landslides constitute a critical component of hazard in mountainous regions. With the help of related research results of modern artificial intelligence, the nonlinear dynamic model based on support vector machine is proposed. In order to reflect the displacement evolution rule of rock mass and judge its stability, the nonlinear dynamic model is combined with the nonlinear catastrophe theory. L...

2014
Tao Wen Yourong Liu Kang Wang Chengang Yang

Due to the insufficiency of damage model, on the basis of studying deeply deformation and damage mechanism of the rock mass, considering the process and phenomenon of the damage of rock mass, damage part can be divided into two parts: the damage material and micro defects due to the change of damage material, then this paper puts forward a new definition of damage. Besides it proposes an impact...

Journal: :J. Applied Mathematics 2013
Pei-tao Wang Tian-hong Yang Tao Xu Qing-lei Yu Hong-lei Liu

Joints often have important effects on seepage and elastic properties of jointed rock mass and therefore on the rock slope stability. In the present paper, a model for discrete jointed network is established using contact-freemeasurement technique and geometrical statistic method. A coupled mathematical model for characterizing anisotropic permeability tensor and stress tensor was presented and...

Journal: :Minerals 2022

Deep mining has become an inevitable trend of development. Previously conducted studies have established that reasonable stope structure parameters are the premise to ensure safe and efficient production deep mines. In order safety mining, in this paper, we systematically review existing parameter design methods, then put forward a method based on stability rock mass. Based mass quality classif...

2016
Zhi-jie Wen Xiao Wang Qing-hai Li Guan Lin Shao-jie Chen Yu-jing Jiang

Original scientific paper To analyse the influence of joint angle, number and spacing on the strength and acoustic emission (AE) characteristics of rock mass, the uniaxial compression model of rock specimens was established using the micro particle flow PFC2D software platform. The intact rock parameters were determined via trial and error, joints with different angles, numbers and spacing were...

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