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2011年03 期
| 標(biāo)題 |
| 采用光滑節(jié)理模型的單節(jié)理巖體數(shù)值試驗(yàn)(51 卷) |
| 英文標(biāo)題 |
| Numerical analysis on single-jointed rock mass based on smooth-jointed model |
| 摘要 |
| 基于光滑節(jié)理模型，用顆粒流程序?qū)ν暾麕r石和單節(jié)理巖體進(jìn)行數(shù)值試驗(yàn)。光滑節(jié)理模型的選用避免了標(biāo)準(zhǔn)接觸模型中節(jié)理面顆粒間的“顛簸”效應(yīng)。數(shù)值模型中選取的細(xì)觀參數(shù)與室內(nèi)試驗(yàn)獲得的巖樣宏觀參數(shù)一致。數(shù)值試驗(yàn)與室內(nèi)試驗(yàn)分析結(jié)果表明，節(jié)理面的存在降低了巖石的抗壓強(qiáng)度 |
| 作者 |
| 新聞作者:白 哲，吳順川，張曉平 |
| 關(guān)鍵字 |
