Simplified Reliability Analysis Method of Pile-Wall Combined Supporting Embankment Considering Spatial Variability of Filling Parameters
To address the stability of high embankment slopes and investigate the influence of spatial variability of gravel soil on slope stability, this study proposes a simplified reliability analysis method of slope stability. Based on FLAC<sup>3D</sup>, a numerical model was developed to simul...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-06-01
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| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/12/2053 |
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