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Strain Analysis of the Nuozhadu High Rockfill Dam during Initial Impoundment
The safety of rockfill dams during initial impoundment has always been an issue of interest for regulatory agencies. Specifically, it is necessary to identify potential tensile strain zones and shear strain concentration zones in which cracks may form. In this paper, a meshless smoothing method is p...
Tallennettuna:
| Päätekijät: | , |
|---|---|
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
Hindawi Limited
2018-01-01
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| Sarja: | Mathematical Problems in Engineering |
| Linkit: | http://dx.doi.org/10.1155/2018/7291473 |
| Tagit: |
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