Hydro-mechanical response of a bentonite pellets/powder mixture upon infiltration

By C. Imbert, M. Victoria Villar. 2006

161 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/d3adeaa2d0300d7b5772558ddc68e96b25467004

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In Civil and Structural Engineering

1. Tom Schanz
2. Snehasis Tripathy

Citations in the corpus

• Hydromechanical behaviour of a heterogeneous compacted soil: experimental observations and modelling (2011, unknown): “The behaviour of the powder–pellets mixture during hydration has been examined by means of laboratory swelling pressure tests (Imbert & Villar, 2006).”
• Swelling pressure of a divalent‐rich bentonite: Diffuse double‐layer theory revisited (2009, methodology): “…of the review of literature on the macro and microstructural changes due to swelling of compacted bentonites [Pusch, 1982; Saiyouri et al., 2000; Imbert and Villar, 2006; Delage et al., 2006], it can be considered that upon saturation, a more homogenous clay fabric is attained and hence…”