Shear Modulus of Very Soft Clay Under Small-Strain Dynamic Loading

The dataset explores the small-strain shear modulus response of very soft clay. It was contributed by author SHRWETA DUTTA and last updated on 2026-05-18. The data examines influencing factors including initial mean effective pressure, stress history, and shearing strain rate.

Use Cases

• Modeling soil-structure interaction for foundations based on small-strain shear modulus.
• Calibrating constitutive models for soft clay based on stress history and confining pressure.
• Analyzing the effect of shearing strain rate on the dynamic response of clayey soils.

Strengths

• Focuses on a specific, critical geotechnical property: small-strain shear modulus.
• Examines multiple influencing factors: initial mean effective pressure, stress history, and shearing strain rate.

Limitations

• Column-level documentation is absent; field semantics must be inferred after download.
• Row count is unknown, which may limit suitability assessment for large-scale modeling.

Provenance

Source

SHRWETA DUTTA Dataverse

Freshness

Last updated 2026-05-18 09:11:05.