Lacustrine soils from the former Texcoco Lake within the Basin of Mexico, some 14 km north of Mexico City, have unique geotechnical
properties. These materials have been thoroughly studied in the past, and yet, very few investigations have addressed the issue of the
anisotropy of their shear stiffness modulus at very small strain levels (G0). Stiffness anisotropy, even at very small deformations, may
significantly influence the response of the soil in a variety of cases and applications including soil-structure interaction problems under
static and dynamic conditions. In this study, a large-size oedometer equipped with bender elements was used to measure the shear wave
velocities along different paths as an indirect assessment of G0. The initial or inherent anisotropy of the materials was evaluated with
these measurements. The experimental results revealed that the stress-induced anisotropy was not significant; hence, the shear stiffness
modulus was seen to depend mainly on the initial anisotropy. An inverse correlation between the yield stress (r’y) (or over-consolidation
ratio, OCR) and the initial anisotropy was found, whereas a direct correlation between the liquidity index and the initial anisotropy was
also disclosed.

Claudia Chamorro-Zurita, Efrain Ovando-Shelley,
Anisotropy of lacustrine soils in a large oedometer equipped with bender elements,
Soils and Foundations,
Volume 60, Issue 2,
2020,
Pages 372-383,