CT testing on meso-damage propagation mechanism of cracked- sandstone sample under triaxial compression loading Click Copy

CT testing on meso-damage propagation mechanism of cracked- sandstone sample under triaxial compression loading

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Memo

收稿日期: 2008-10-30 基金项目: 教育部科学技术研究重点项目(207119); 陕西省教育厅专项基金项目(08JK362) 作者简介: 任建喜(1968-),男,陕西西安人,教授,博导,主要从事岩土工程教学与科研工作.