Anisotropic stiffness parameters and their measurement in a stiff natural clay

By M. Lings, D. S. Pennington, D. Nash. 2000

182 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ad078e1ebe8993f87bc0c949fad467634797a604

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In Civil and Structural Engineering

1. M. Bolton

Citations in the corpus

• Stiffness of clays and silts: Normalizing shear modulus and shear strain (2013, background): “Lings et al. (2000) showed a high ratio of about 4 for the Young’smoduli forGault Clay compressed horizontally andvertically, which roughly conforms to the framework of Graham and Houlsby.”