Figure 10 | Scientific Reports

Figure 10

From: A collapse risk assessment method for subway foundation pit based on cloud model and improved Dempster–Shafer evidence theory

Figure 10

Comparison of mass function of level I. A(4, 0.87) is the convergence point of the proposed method. B(7, 0.85) is the convergence point of the method in Ref.9. C(8, 0.84) is the convergence point of the method in Ref.12. D(10, 0.83) is the convergence point of the method in Ref.16. E(14, 0.85) is the convergence point of the method in Ref.17.

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