Table 2 Slope calculation Parameters30.

From: The analysis of the progressive local failure process of the Longquan Reservoir dam based on the global-local dynamic strength reduction method

E/MPa

µ

ρ/kg/m³

cp/kPa

ccp./kPa

φp/°

φcp./°

cr/kPa

ccr/kPa

φr/°°

φcr/°

56.5

0.4

1930

25

18.87

20

15.36

7.9

6.13

16.8

13.19

  1. Note: E denotes elastic modulus; µ denotes poisson’s ratio; ρ denotes density; cp denotes peak cohesion; ccp. denotes converted peak cohesion; φp denotes peak internal friction angle; φcp. denotes converted peak internal friction angle; cr denotes residual cohesion; φcr denotes converted residual cohesion; φr denotes residual internal friction angle; φcr denotes converted residual internal friction angle.
Back to article page