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Advances in Civil Engineering
/
2019
/
Article
/
Tab 2
/
Research Article
Quantitative Reinforcement Analysis of Loess Slope with Anisotropy
Table 2
The mechanical parameters of one-dimensional consolidation test.
Parameter
M
(GPa)
k
(cm·s
−1
)
E
(MPa)
μ
Value
4
1
1
e
−4
12
0.35