Generalized stress field in granular soils heap with Rayleigh–Ritz method
The stress field in granular soils heap (including piled coal) will have a non-negligible impact on the settlement of the underlying soils. It is usually obtained by measurements and numerical simulations. Because the former method is not reliable as pressure cells instrumented on the interface betw...
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| Format: | Article |
| Language: | English |
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Elsevier
2017-02-01
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| Series: | Journal of Rock Mechanics and Geotechnical Engineering |
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| Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775516302608 |