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

Figure 9

Universal verification of constitutive equation. (a) Mudstone-experimental data cited from literature [9]. (b) Sandy mud-experimental data cited from literature [10]. (c) Concrete-experimental data cited from [12]. (d) Granite-experimental data cited from [12]. (e) Red sandstone-experimental data cited from [28]. (f) Raw coal-experimental data cited from [29]. (g) Frozen soil-experimental data cited from [19]. (h) Limestone-experimental data cited from [30].

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