Stability Analysis of Rock Slope Based on Improved Principal Component Analysis Model: Taking Fuwushan Slope as an Example
Aiming at the problems of low accuracy, low efficiency, and many parameters required in the current calculation of rock slope stability, a prediction model of rock slope stability is proposed, which combines principal component analysis (PCA) and relevance vector machine (RVM). In this model, PCA is...
Saved in:
| Main Authors: | Lihua Huang, Liudan Mao, YiRong Zhu, YuLing Wang |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
|
| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/2021/9015065 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Slope Stability from a Hydrological Perspective: Taking Typical Soil Slope as an Example
by: Yuelu Zhu, et al.
Published: (2020-01-01) -
Stability Assessment of High and Steep Cutting Rock Slopes with the SSPC Method
by: Hongliang Tao, et al.
Published: (2021-01-01) -
Stability Charts for Pseudostatic Stability Analysis of Rock Slopes Using the Nonlinear Hoek–Brown Strength Reduction Technique
by: Chaowei Sun, et al.
Published: (2020-01-01) -
Effects of Soil Properties and Slope Angle on Deformation and Stability of Cut Slopes
by: Behailu G. Habtemariam, et al.
Published: (2022-01-01) -
Application of the Newmark Analysis Method in Stability Evaluation of Submarine Slope
by: Hongxian Chu, et al.
Published: (2021-01-01)