Using Decision-Tree Learning to Assess Liquefaction Potential from CPT and Vs
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
Damages attributed to earthquake-induced liquefaction have resulted in substantial loss of lives and property around the globe. This paper reports on a study that evaluates the effectiveness of bagged and boosted decision-tree machine learning methods to develop models for assessing liquefaction potential. Major advantages of decision tree learning include their ease of use and their production of easily inspected models with which engineers can better understand the mechanism of the liquefaction phenomenon and verify the trained models. This study demonstrates that the accuracies of the models learned by either bagged or boosted decision-tree learning are competitive with accuracies reported for other learning methods, such as neural network learning. Test-set accuracies of the models learned in this study were 96% on a dataset of 178 cone penetrometer soundings and 89% on a dataset of 225 shear wave velocity soundings, with combined training and testing accuracies of these models on the datasets of 98% and 96%, respectively.
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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
ASCE Technical Topics:
- Artificial intelligence and machine learning
- Computer programming
- Computing in civil engineering
- Continuum mechanics
- Dynamics (solid mechanics)
- Earthquakes
- Ecosystems
- Engineering fundamentals
- Engineering mechanics
- Environmental engineering
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid mechanics
- Fluid velocity
- Geohazards
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Hydrologic engineering
- Model accuracy
- Models (by type)
- Penetration tests
- Seismic waves
- Shear waves
- Soil liquefaction
- Soil mechanics
- Soil properties
- Solid mechanics
- Trees
- Vegetation
- Water and water resources
- Wave velocity
- Waves (mechanics)
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