| contributor author | D. Jasinge | |
| contributor author | P. G. Ranjith | |
| contributor author | S. K. Choi | |
| contributor author | J. Kodikara | |
| contributor author | M. Arthur | |
| contributor author | H. Li | |
| date accessioned | 2017-05-08T21:46:15Z | |
| date available | 2017-05-08T21:46:15Z | |
| date copyright | July 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000024.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61785 | |
| description abstract | Coal is usually highly heterogeneous. Great variation in properties can exist among samples obtained even at close proximity within the same seam or within the same core sample. This makes it difficult to establish a correlation between uniaxial compressive strength (UCS) and point load index for coal. To overcome this problem, a method for making reconstituted samples for laboratory tests was developed. Samples were made by compacting particles of crushed coal mixed with cement and water. These samples were allowed to cure for four days. UCS and point load tests were performed to measure the geomechanical properties of the reconstituted coal. After four days curing, the average UCS was found to be approximately | |
| publisher | American Society of Civil Engineers | |
| title | Mechanical Properties of Reconstituted Australian Black Coal | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000010 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007 | |
| contenttype | Fulltext | |
