Geomechanical evaluation of roof-and-pillar parameters in transition to underground mining


如何引用文章

全文:

开放存取 开放存取
受限制的访问 ##reader.subscriptionAccessGranted##
受限制的访问 订阅存取

详细

The authors present studies into geomechanics of Berezit gold–polymetal deposit at the stage of transition from open pit to underground mining. The authors have carried out geodynamic zoning and evaluated parameters of modern stress field. Rock mass ratings are used to assess physical properties of rocks. Rock mass stress state at various stages of mining is examined using numerical modeling, and underground mining system parameters are evaluated using Mathews procedure and analytical relations.

作者简介

A. Makarov

SRK Consulting (Russia) Ltd

Email: rasskazov@igd.khv.ru
俄罗斯联邦, ul. Kuznetskii most 4/3, Bld. 1, Moscow, 125009

I. Rasskazov

Institute of Mining, Far East Branch

编辑信件的主要联系方式.
Email: rasskazov@igd.khv.ru
俄罗斯联邦, ul. Turgeneva 51, Khabarovsk, 680000

B. Saksin

Institute of Mining, Far East Branch

Email: rasskazov@igd.khv.ru
俄罗斯联邦, ul. Turgeneva 51, Khabarovsk, 680000

I. Livinsky

SRK Consulting (Russia) Ltd

Email: rasskazov@igd.khv.ru
俄罗斯联邦, ul. Kuznetskii most 4/3, Bld. 1, Moscow, 125009

M. Potapchuk

Institute of Mining, Far East Branch

Email: rasskazov@igd.khv.ru
俄罗斯联邦, ul. Turgeneva 51, Khabarovsk, 680000

补充文件

附件文件
动作
1. JATS XML

版权所有 © Pleiades Publishing, Ltd., 2016