Experimental Study on Mechanical Properties of Anchored Rock-Like Material with Weak Interlayer Under Uniaxial Compression

2020 ◽  
Vol 38 (5) ◽  
pp. 4545-4556
Author(s):  
Ming-yang Ren ◽  
Qiang-yong Zhang ◽  
Shang-yuan Chen ◽  
Long-yun Zhang ◽  
Yu-yong Jiao ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Experimental Study ◽  
Uniaxial Compression ◽  
Weak Interlayer

Experimental Study on Mechanical Properties, Acoustic Emission Energies and Failure Modes of Pre-cracked Rock Materials under Uniaxial Compression

2019 ◽  
Vol 176 (10) ◽  
pp. 4519-4532 ◽  
Author(s):  
Shujian Li ◽  
Dongming Zhang ◽  
Xin Bai ◽  
Xianmeng Zhang ◽  
Yapei Chu ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Experimental Study ◽  
Acoustic Emission ◽  
Uniaxial Compression ◽  
Failure Modes ◽  
Rock Materials

Experimental study on mechanical properties and damage mechanism of basalt fiber reinforced concrete under uniaxial compression

Structures ◽  
2021 ◽  
Vol 31 ◽  
pp. 330-340
Author(s):  
Liyun Yang ◽  
Huanzhen Xie ◽  
Shizheng Fang ◽  
Chen Huang ◽  
Aiyun Yang ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Experimental Study ◽  
Reinforced Concrete ◽  
Uniaxial Compression ◽  
Basalt Fiber ◽  
Damage Mechanism ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced

Study on the Mechanical Properties of Soft Rock under Dynamic Uniaxial Compression

2004 ◽  
Vol 261-263 ◽  
pp. 277-282 ◽  
Author(s):  
Hai Bo Li ◽  
Jun Ru Li ◽  
Qing Chun Zhou ◽  
Yong Qiang Liu ◽  
X. Xia
Keyword(s):  
Mechanical Properties ◽  
Experimental Study ◽  
Compressive Strength ◽  
Strain Rate ◽  
Uniaxial Compression ◽  
Hard Rock ◽  
Soft Rock ◽  
Strain Rate Effect ◽  
Strain Rates ◽  
Young’S Moduli

The present paper introduces the experimental study on soft rock (analogized with mortar)under dynamic uniaxial compression at the strain rates from 10-5 to 101s-1. It is indicated that thecompressive strength of the soft rock increase with the increasing strain rate and the rising rates are higher than that of hard rock. The Young's moduli and Poisson's ratio of the soft rock increase with the increasing strain rate, but the rising rates are less than that of compressive strength. In addition, the mechanism of the strain rate effect of the soft rock is primarily analyzed based on the SEM results.

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