Fracture evolution characteristics of sandstone containing double fissures and a single circular hole under uniaxial compression

Author:

Chen Minliang,Jing Hongwen,Ma Xiujun,Su Haijian,Du Mingrui,Zhu Tantan

Funder

National Key Basic Research Development Plan Project of China

National Natural Science Foundation of China

Young Scientists Fund of the National Science Foundation of China

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Energy Engineering and Power Technology,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Study on mechanics behavior of containing holes in brittle material subjected to uniaxial compression;Duan;Rock Soil Mech,2006

2. High-accuracy digital speckle correlation method for rock with dynamic fractures;Li;Chinese J Geotech Eng,2012

3. Influence of medium strain rate on sandstone with a single pre-crack under uniaxial compression using PFC simulation;Huang;Rock Soil Mech,2013

4. Mechanical responses and energy dissipation mechanism of rock specimen with a single fissure under static and dynamic uniaxial compression using particle flow code simulations;Huang;Chin J Rock Mech Eng,2013

5. Experimental research on the influence of obliquity on the mechanical characteristics of a fractured rock mass;Zhang;J China Univ Min Technol,2009

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