Integrated Slope Stability Analyses of Wastewater Storage Structure extending the Capillary Barrier Technique
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Bibliographic record
Abstract
In this paper, the concept of the capillary barrier effect used in the design of soil covers has been extended for the design of a typical trapezoidal shape wastewater storage structure placed below the natural ground level. The covers with capillary barrier effect (CCBE) is promising as it can be used both for the reduction of seepage and also for stabilizing the side slopes of the storage structures. The focus of the present study is to highlight the slope stability of a wastewater storage structure with two soil layers which constitutes of a coarse- and a fine-grained soil. The numerical studies using the commercial software, GEO-SLOPE demonstrates that the wastewater storage structure constructed with capillary barrier (2.5m in storage height and 1:3 for cut slopes) can be stable over a long period of time under various scenarios of infiltration discussed in the paper. In addition, a methodology that can be used in the design of wastewater storage structure below ground level using the mechanics of unsaturated soils is summarized.
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Codex and Gemma teacher scores by category
| Category | Codex | Gemma |
|---|---|---|
| Metaresearch | 0.000 | 0.000 |
| Meta-epidemiology (narrow) | 0.000 | 0.000 |
| Meta-epidemiology (broad) | 0.000 | 0.000 |
| Bibliometrics | 0.000 | 0.000 |
| Science and technology studies | 0.000 | 0.000 |
| Scholarly communication | 0.000 | 0.000 |
| Open science | 0.000 | 0.000 |
| Research integrity | 0.000 | 0.000 |
| Insufficient payload (model declined to judge) | 0.003 | 0.000 |
Machine scores (provisional)
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Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.
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