Deterioration processes of hard clays and clay shales

Author:

Picarelli L.1,Di Maio C.2

Affiliation:

1. Department of Civil Engineering, Seconda Università di Napoli, Aversa, Italy

2. Department of Structures, Geotechnics and Engineering Geology, Università della Basilicata, Potenza, Italy

Abstract

AbstractSoil deterioration is one of the main causes of slope failure in hard clays and clay shales, but so far a clear general framework of the causes of deterioration is still missing. Based on laboratory data, field observations and speculation, this paper examines some processes of deterioration of stiff overconsolidated clays and clay shales with particular regard to their influence on the stability of slopes. In particular, deterioration localized within soil bands or involving large soil masses is described with reference to its mechanical or physico-chemical causes. Coupling between mechanical and physico-chemical processes is considered.

Publisher

Geological Society of London

Subject

Geotechnical Engineering and Engineering Geology

Reference59 articles.

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2. Lenti movimenti di versante nell'Abruzzo Adriatico: caratteri e criteri di stabilizzazione;Bertini;Proceedings of 16th Convegno Nazionale di Geotecnica, Bologna,1986

3. Bilotta E. Pellegrino A. Picarelli L. (1985) Geotechnical properties and slope stability in structurally complex clay soils. Geotechnical Engineering in Italy. An Overview, Cap. 3: Physical and Mechanical Properties, 195–214, AGI, Rome.

4. Geotechnical Properties of Norwegian Marine Clays

5. Stability of Natural Slopes in Quick Clay

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