Strength Anisotropy of Layered Soil System

by M. Krishna Murthy,
A. Sridharan,
T. S. Nagaraj,

Serial Information: Journal of the Geotechnical Engineering Division, 1980, Vol. 106, Issue 10, Pg. 1143-1147

Document Type: Journal Paper

Errata: (See full record)

Abstract: Many natural clays acquire the property of cross anisotropy due to the process of sedimentation followed by one-dimensional consolidation. In some other cases, due to rhythmic fluctuations in the conditions of deposition, a layered deposit could be formed, as in the case of a varved clay which has alternate layers of silt and clay.

Subject Headings: Clays | Layered soils | Consolidated soils | Anisotropy | Soil strength | Sediment | Case studies |

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