Advances in Civil Engineering / 2020 / Article / Tab 2

Research Article

Lower Bound Solution of Foundation Bearing Capacity beneath Strip Footing Based on Parabolic Mohr Failure Criterion

Table 2

Recommended values of the reduction factor ψr.

Integrity of rock foundationGoodModerateBad

ψr0.50.2∼0.50.1∼0.2

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