Numerical Study on Uniaxial Compression Test of Rock Specimen with Random Holes
2011 ◽
Vol 418-420
◽
pp. 848-850
Keyword(s):
Numerical specimens with ramdom holes is established by particle flow code PFC2D and uniaxial compression tests are conducted. Studies have shown that the uniaxial compressive strength of the specimen accelerated decline while the porosity increasing uniformly. With the increasing of the porosity,the plastic of the specimen increases.
2011 ◽
Vol 396-398
◽
pp. 217-220
2012 ◽
Vol 446-449
◽
pp. 3810-3813
2011 ◽
Vol 137
◽
pp. 140-143
2012 ◽
Vol 232
◽
pp. 24-27
2012 ◽
Vol 594-597
◽
pp. 816-819
2011 ◽
Vol 261-263
◽
pp. 1393-1400
2021 ◽
Vol 76
◽
pp. 49
2014 ◽
Vol 601
◽
pp. 237-241
◽
Keyword(s):