Show simple item record

contributor authorCaiyin Zhong
contributor authorLizhou Wu
contributor authorShaohong Li
contributor authorJ. T. Zhou
contributor authorZ. Q. Li
date accessioned2023-08-16T19:10:32Z
date available2023-08-16T19:10:32Z
date issued2023/01/01
identifier other(ASCE)GM.1943-5622.0002604.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292878
description abstractRock brittleness plays an important role in rock engineering, thus it is practically valuable to assess rock brittleness accurately. Many brittleness indices have been developed, but few methods are developed for layered rocks. Based on energy evolution, the authors propose a new index for assessing brittleness of layered rocks. The new index indicates that high rock brittleness means elastic energy accumulated effectively before peak and dissipated abruptly after peak. For the sake of verifying the proposed method, a series of compression tests were performed. The results demonstrate that rock brittleness decreases gradually with increasing confining pressure. As orientation angle increases, rock brittleness weakens and then strengthens overall. The brittleness of the specimen with an orientation angle of 0° is slightly higher than that with an orientation angle of 90°. The new index was compared with three existing brittleness indices, and the results indicate that the proposed method can evaluate brittleness of layered rock effectively.
publisherAmerican Society of Civil Engineers
titleA Novel Energy-Based Method to Evaluate Layered Rock Brittleness
typeJournal Article
journal volume23
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002604
journal fristpage04022249-1
journal lastpage04022249-12
page12
treeInternational Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record