一种横观各向同性强度准则及变换应力空间1)
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万征, 宋琛琛, 赵晓光
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ONE KIND OF TRANSVERSE ISOTROPIC STRENGTH CRITERION AND THE TRANSFORMATION STRESS SPACE1)
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Wan Zheng, Song Chenchen, Zhao Xiaoguang
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表1 岩土材料参数 |
Table 1 Geomaterial parameters |
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Materials | | | a criterion | | | a | ρ0/MPa pr/MPa | M0 | n | Mx | San Francisco bay mud | 0.41 | 0.001 5 | 0.111 | 1.42 | 0.83 | 1.49 | Cambria sand | 0.41 | 0.001 5 | 0.111 | 1.55 | 1.0 | 1.61 | Santa Monica Beach sand | 0.23 | 0.001 5 | 0.111 | 1.71 | 1.0 | 1.83 | Touremire shale | 0.3 | 6.5 | 40.0 | 1.35 | 0.6 | 1.62 | Kaolin clay | 0.3 | 0.002 | 0.15 | 0.86 | 1.0 | 0.91 |
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