裂隙岩体工作面形状优化设计

IF 2.5 3区工程技术 Q2 ENGINEERING, CIVIL

Geomechanics and Engineering Pub Date : 2021-01-01 DOI:10.12989/GAE.2021.24.3.227

V. Mirsalimov

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引用次数: 0

摘要

提出了在构造力和重力作用下防止矿山工作破裂的准则和方法。基于最小准则，对任意位置的直线裂缝削弱岩体中最优工作形态的定义进行了理论分析。建立了一个封闭的代数方程组，允许根据岩石的力学和几何特性最小化应力状态和应力强度因子。得到了工件的形状与应力强度因子以及裂纹的位置和尺寸之间的关系。所发现的最佳工作形状增加了岩石的承载能力。

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Optimal design of shape of a working in cracked rock mass

A criterion and a method for solving a problem on the prevention of mine working fracture under the action of tectonic and gravitational forces are offered. Based on minimal criterion, theoretical analysis of the definition of the optimal shape of working in the rock mass weakened by arbitrarily located rectilinear cracks was carried out. A closed system of algebraic equations allowing to minimize the stress state and stress intensity factors depending on mechanical and geometrical characteristics of the rock, is constructed. The relation between the shape of the working and the stress intensity factors and also location and sizes of the cracks is obtained. The found optimal shape of working increases load-bearing capacity of the rock.

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来源期刊

Geomechanics and Engineering ENGINEERING, CIVIL-ENGINEERING, GEOLOGICAL

CiteScore

5.20

自引率

25.00%

发文量

审稿时长

>12 weeks

期刊介绍： The Geomechanics and Engineering aims at opening an easy access to the valuable source of information and providing an excellent publication channel for the global community of researchers in the geomechanics and its applications. Typical subjects covered by the journal include: - Analytical, computational, and experimental multiscale and interaction mechanics- Computational and Theoretical Geomechnics- Foundations- Tunneling- Earth Structures- Site Characterization- Soil-Structure Interactions