| 船闸边坡断续节理岩体强度特性分析 |
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| 引用本文： | 陈卫忠 ；朱维申. 船闸边坡断续节理岩体强度特性分析[J]. 岩石力学与工程学报, 1998, 17(5): 479-479 |
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| 作者姓名： | 陈卫忠 ；朱维申 |
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| 作者单位： | 中国科学院武汉岩土力学研究所 |
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| 基金项目： | 国家自然科学基金,中国长江三峡开发总公司联合资助的重大基金 |
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| 摘 要： | 根据断续节理岩体模型试验得到的岩桥贯通机理，建立起表征岩桥初裂强度和不同破坏模式下的贯通强度计算公式。计算结果表明，所建立的强度计算模型和模型试验结果基本吻合。因此，本研究成果对正确认识断续节理岩体的强度特性，具有较高的理论和工程应用价值。
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| 关 键 词： | 岩桥 贯通模式 模型试验 强度 |
| 收稿时间： | 1997-04-14 |
| 修稿时间： | 1997-07-09 |
ANALYSIS OF STRENGTH FEATURES OF DISCONTINUOUS JOINTED ROCKMASS AND ITS APPLICATION TO LOCK SLOPE |
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| Chen Weizhong Zhu Weishen. ANALYSIS OF STRENGTH FEATURES OF DISCONTINUOUS JOINTED ROCKMASS AND ITS APPLICATION TO LOCK SLOPE[J]. Chinese Journal of Rock Mechanics and Engineering, 1998, 17(5): 479-479 |
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| Authors: | Chen Weizhong Zhu Weishen |
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| Abstract: | The formulae for initial fracture and coalescence strength of discontinuous jointed rockmass under different coalescence modes are set up according to the coalescence mechanism obtained from simulation experiments. The results obtained from the formulae are basically in consistent with those obtained from experiments. The conclusions are of both theoretical and practical significance to realize the strength features of discontinuous jointed rockmass. |
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| Keywords: | rock bridge coalescence mode simulation experiment strength feature |
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