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Fig 1.

The conventional triaxial deviatoric stress‒strain curves [50].

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Fig 1 Expand

Fig 2.

Schematic diagram of the definition of RUd.

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Fig 2 Expand

Fig 3.

Method of determining RUd thresholds.

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Fig 3 Expand

Fig 4.

Threshold values for energy dissipation degree at different confining pressures and the curve between Up d and σ3.

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Fig 4 Expand

Table 1.

The threshold values of energy dissipation degree RUd and dissipation energy density Up d.

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Table 1 Expand

Fig 5.

Schematic diagram of the criterion for dividing EDZs based on RUd.

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Fig 5 Expand

Fig 6.

Fitting of the energy dissipation degree–axial strain relationship curves at different confining pressures.

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Fig 6 Expand

Table 2.

The relevant fitting coefficients.

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Table 2 Expand

Fig 7.

Curves of the coefficients A1, A2, A3 and A4 versus the confining pressure σ3.

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Fig 7 Expand

Table 3.

The relevant fitting coefficients.

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Table 3 Expand

Fig 8.

(A) Overall model and calculation scope, (B) excavation sequence, and (C) 3D model of the underground caverns of Shuangjiangkou Hydropower Station.

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Fig 8 Expand

Table 4.

The parameters for numerical simulations of the rock mass of the Shuangjiangkou Hydropower Station.

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Table 4 Expand

Fig 9.

Characteristics of EDZs in surrounding rock of the underground caverns of Shuangjiangkou Hydropower Station.

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Fig 9 Expand

Fig 10.

Method of classifying the EDZs of surrounding rock mass according to the variation of wave velocity.

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Fig 10 Expand

Fig 11.

EDZs in the surrounding rock in the 0+070.00 m section of the main powerhouse with the depth of borehole.

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Fig 11 Expand

Fig 12.

EDZs in the surrounding rock in the 0+100.00 m section of the main powerhouse with the depth of borehole.

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Fig 12 Expand

Fig 13.

Distribution characteristics of the EDZs of surrounding rock in 0+070.00 m section of the main powerhouse: (A) based on RUd thresholds and (B) based on wave velocity.

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Fig 13 Expand

Table 5.

Distance from the EDZ boundary to the borehole entrance in the 0+070.00 m section and 0+100.00 m section of the main powerhouse based on RUd thresholds and wave velocity.

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Table 5 Expand

Fig 14.

Distribution characteristics of the EDZs of surrounding rock in 0+100.00 m section of the main powerhouse: (A) based on RUd thresholds and (B) based on wave velocity.

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Fig 14 Expand

Fig 15.

The conventional triaxial test data and associated curves for brittle sandstone [59].

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Fig 15 Expand

Table 6.

The threshold values of energy dissipation degree RUd for brittle sandstone.

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Table 6 Expand