Shear behavior of sensitive marine clay–steel interfaces

• Published in: Acta geotechnica Vol. 9; no. 6; pp. 969 - 980
• Main Authors: Taha, A., Fall, M.
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01-12-2014; Springer Nature B.V
• Subjects: Civil engineering; Clay; Clay (material); Complex Fluids and Microfluidics; Construction materials; Engineering; Foundations; Geoengineering; Geotechnical Engineering & Applied Earth Sciences; Geotechnics; Hydraulics; Interfaces; Leda; Marine; Marine biology; Research Paper; Sensitivity analysis; Shear; Shear strength; Shear tests; Soft and Granular Matter; Soil Science & Conservation; Solid Mechanics; Steel; Structural steels; Sensitive marine clay; Shear behavior; Shear strength; Steel; Leda clay; Interface
• ISSN: 1861-1125; 1861-1133
• DOI: 10.1007/s11440-014-0321-4

Many soil–structure interaction problems require the knowledge of the shear resistance and behavior between the soil and construction materials. Although sensitive marine clay deposits are widely found in Canada (Leda clay) and many regions in the world (e.g., Scandinavia), and steel is a common construction material for many civil engineering structures, our understanding of the interface shear behavior between sensitive marine clay and steel is still limited. This paper presents the results of an experimental study on the interface shear behavior between Leda clay and steel. In this research, direct shear tests (DSTs) are conducted to investigate the interface shear strength parameters and behavior between Leda clay and steel, and the effect of several factors (e.g., steel surface roughness, properties of the Leda clay) on the interface shear behavior and parameters. All tests have been carried out with a standard DST apparatus at normal loads which range from 250 to 450 kPa. The results show that the Leda clay interface shear behavior can be significantly affected by the steel surface roughness, the Leda clay’s OCR, dry density, and salt content. The results presented in this paper will contribute to a more cost-effective design of geotechnical structures in Leda clay.