Research Article

Study on Dynamic Constitutive Model of Weakly Consolidated Soft Rock in Western China

Table 2

The fitting parameter values of constitutive model.

T (°C)Strain rate (s−1) (MPa)Strain rate (s−1) (MPa)

011290.04330.1950.056116090.06710.1950.0557
13890.06280.1950.055920590.07110.1950.0556

−1010290.03980.1890.057214490.06900.1890.05705
12890.05420.1890.057118390.07640.1890.0570

−209890.05640.1830.058912990.06310.1830.0584
11490.06120.1830.058717190.06770.1830.0582

−308890.08800.1810.0594312190.10280.1810.0592
10590.09760.1810.0593416290.10450.1810.0590