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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
ψ
r
.
Integrity of rock foundation
Good
Moderate
Bad
ψ
r
0.5
0.2∼0.5
0.1∼0.2