State boundary surface of a hypoplastic model for clays

By D. Mašín, I. Herle. 2005

92 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/f74854f3f10ce67204218b11f3c1dcef400d6c7b

How researchers see this paper

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In Civil and Structural Engineering

1. D. Mašín
2. Nasser Khalili
3. Ronaldo I. Borja
4. A. Khoshghalb

Citations in the corpus

• Clay hypoplasticity with explicitly defined asymptotic states (2013, methodology): “Combination of (7), (4) and (1) implies that T̊n = fs pe (L : D+ fdN‖D‖) + T peλ∗ trD (8) During asymptotic stretching the stress state remains fixed in the Tn space [32], provided the constant void ratio cross-sections through the ASBS differ only in size and not in shape.”
• A hypoplastic model for mechanical response of unsaturated soils (2008, background): “1 have shape independent on e (see Mašı́n and Herle [34]), the state boundary surface can thus be represented in the stress space normalised by pe.”
• Hypoplastic Cam-clay model (2012, background): “Subsequently, Mašín and Herle (2005) proposed a way to extract the complete shape of the ASBS from the hypoplastic equation.”