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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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書誌詳細
主要な著者: Qibin Lin, Ping Cao, Peixin Wang
フォーマット: Artigo
言語:Inglês
出版事項: Hindawi Limited 2018-01-01
シリーズ:Advances in Civil Engineering
オンライン・アクセス:http://dx.doi.org/10.1155/2018/6190376
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