Prediction meta-models for the responses of a circular tunnel during earthquakes
Three uncertain parameters (peak ground acceleration, soil density, and soil modulus of elasticity) have been studied with regard to their effects on the stability and damage of a circular tunnel during an earthquake. A time history of an actual earthquake in the literature with modification has bee...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2019-03-01
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| Series: | Underground Space |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2467967418300527 |