Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression

By Shengqi Yang, H. Jing. 2011

558 citations recorded by the source corpus.

Subfields: Management, Monitoring, Policy and Law, Mechanics of Materials, Ocean Engineering

View Paper: https://www.semanticscholar.org/paper/506db9908ea9339b39bda8550b364d620fa8bf1e

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Management, Monitoring, Policy and Law

1. Xiaoping Zhou
2. Q. Qian
3. Lianyang Zhang
4. L. N. Wong
5. Xiao-Ping Zhang
6. Shengqi Yang
7. Chengzhi Pu
8. J. Bi

In Mechanics of Materials

1. Xiaoping Zhou
2. Q. Qian
3. Xiao-Ping Zhang
4. L. N. Wong
5. Lianyang Zhang
6. Chengzhi Pu
7. Shengqi Yang
8. Yanlin Zhao

In Ocean Engineering

1. Xiao-Ping Zhang
2. Xiaoping Zhou
3. Q. Qian
4. L. N. Wong
5. Shengqi Yang
6. Chengzhi Pu
7. Yanlin Zhao
8. Weijun Wang

Citations in the corpus

• Cracking and Stress–Strain Behavior of Rock-Like Material Containing Two Flaws Under Uniaxial Compression (2016, background): “The investigations on specimens containing flaws by Pu and Cao (2012), Yang and Jing (2011), Yang et al. (2012) and Zhao et al. (2013) indicate that both the flaw inclination angle and the bridge ligament angle affect the peak strength, and the multiple drops on the stress–strain curve are related…”
• The Effects of Crack Openings on Crack Initiation, Propagation and Coalescence Behavior in Rock-Like Materials Under Uniaxial Compression (2016, background): “New cracks are readily initiated near the tips of preexisting flaws under external loads or the surrounding rock stress, and these new cracks propagate along the direction of axial stress in rocks (Li et al. 2005; Wong and Einstein 2009a, b; Park and Bobet 2009; Yang and Jing 2011), potentially resu”
• Loading rate effects on cracking behavior of flaw-contained specimens under uniaxial compression (2013, methodology): “To better understand the cracking processes, flawcontained specimens have been widely used for experimental, numerical and analytical investigations (Aliha et al. 2008; Bobet and Einstein 1998; Clayton 2010; Hoek and Bieniawski 1965; Li et al. 2009; Moss and Gupta 1982; Park and Bobet 2010; Shen et ”
• Crack coalescence behavior of brittle sandstone samples containing two coplanar fissures in the process of deformation failure (2011, methodology): “Photographic monitoring is a kind of very effective technique, which can be used to analyze real-time crack coalescence process in the process of deformation failure of rock sample [13–16].”