水工圆形隧洞围岩衬砌摩擦滑动接触的新解法 1)
A NEW SOLUTION FOR FRICTIONAL SLIP CONTACT BETWEEN SURROUNDING ROCK AND LINING IN A HYDRAULIC CIRCULAR TUNNEL 1)
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水工圆形隧洞围岩衬砌摩擦滑动接触的新解法 1) |
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| 尹崇林,吕爱钟 | |
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A NEW SOLUTION FOR FRICTIONAL SLIP CONTACT BETWEEN SURROUNDING ROCK AND LINING IN A HYDRAULIC CIRCULAR TUNNEL 1) |
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| Yin Chonglin,Lü Aizhong | |
| 表 6 改变弹模比值$E_2 / E_1 $ 时不同侧压力系数$\lambda $所确定的阈值$f_r^t $ |
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| Table 6 Values of $f_r^t $ for various $E_2 / E_1 $ and $\lambda $ |
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