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Study of Post-Peak Strain Softening Mechanical Behaviour of Rock Material Based on Hoek–Brown Criterion

In order to build the post-peak strain softening model of rock, the evolution laws of rock parameters m,s were obtained by using the evolutionary mode of piecewise linear function regarding the maximum principle stress. Based on the nonlinear Hoek–Brown criterion, the analytical relationship of the...

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Bibliografiske detaljer
Main Authors: Qibin Lin, Ping Cao, Peixin Wang
Format: Artigo
Sprog:Inglês
Udgivet: Hindawi Limited 2018-01-01
Serier:Advances in Civil Engineering
Online adgang:http://dx.doi.org/10.1155/2018/6190376
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