Theoretical and Case Studies of Interval Nonprobabilistic Reliability for Tailing Dam Stability
The stability of the operation of a tailing dam is affected by reservoir water level, phreatic line, and mechanical parameters of tailings. The values of these factors are not a definite value in different situations. Meanwhile, the existence of the phreatic line makes it a more complex issue to ana...
Saved in:
| Main Authors: | Longjun Dong, Daoyuan Sun, Xibing Li |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2017-01-01
|
| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/2017/8745894 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Interval Nonprobabilistic Reliability Analysis for Ancient Landslide considering Strain-Softening Behavior: A Case Study
by: Zilong Zhou, et al.
Published: (2020-01-01) -
Improved Nonprobabilistic Global Optimal Solution Method and Its Application in Bridge Reliability Assessment
by: Xiaoya Bian, et al.
Published: (2019-01-01) -
Optimization and Numerical Verification of Microseismic Monitoring Sensor Network in Underground Mining: A Case Study
by: Chenglu Hou, et al.
Published: (2024-11-01) -
Dynamic Stability Analysis of Rockmass: A Review
by: Longjun Dong, et al.
Published: (2018-01-01) -
Analyzing the Effect of Drainage on the Stability of Tailings Dams Using the Interpretation of Cross-Correlations
by: Moustafa Hamze-Guilart, et al.
Published: (2025-03-01)