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- W2536304446 abstract "The phenomenon of collapse assumes significance in the geotechnical engineering applications such as earth dams and highway and railway embankments as the compacted soils in these applications are susceptible to wetting-induced failures. Therefore, the present study focuses to understand the influence of placement conditions and vertical stress on the wetting-induced collapse behaviour of compacted red soil through series of single oedometer collapse tests. The loading–collapse (LC) curves of compacted red soil for different dry unit weights were established over a large range of matric suctions in order to analyse the experimental results in the context of Barcelona basic model (BBM) elasto-plastic framework and also the experimental results were supported using the concept of LC curves defined in the BBM framework. The experimental results showed a path-dependent relationship of collapse potential with the water content at a given dry unit weight and vertical stress. The position of LC curves of the com..." @default.
- W2536304446 created "2016-10-28" @default.
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- W2536304446 date "2016-10-20" @default.
- W2536304446 modified "2023-09-24" @default.
- W2536304446 title "Collapse behaviour of compacted red soil" @default.
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- W2536304446 doi "https://doi.org/10.1080/19386362.2016.1243506" @default.
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