Shear Characteristics of Soil—Concrete Structure Interaction Interfaces

• Published in: Applied sciences Vol. 12; no. 18; p. 9145
• Main Authors: Li, Dejie, Shi, Chong, Ruan, Huaining, Li, Bingyi
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.09.2022
• Subjects: Clay soils; Cohesion; Concrete; Concrete structures; Fillers; Friction; Friction reduction; Interfaces; Interfacial friction angle; large-scale direct shear test; Mechanical properties; Moisture content; Morphology; Plastic limit; Sand; Sand & gravel; Sandy soils; shear characteristics; Shear strength; Shear stress; Shear tests; Soil conditions; Soil layers; Soil mechanics; Soil moisture; Soil stresses; Soil structure; Soil types; Soils; soil–concrete interface; Water content; China
• ISSN: 2076-3417; 2076-3417
• DOI: 10.3390/app12189145

The shear characteristics of the interfaces between soil and concrete structures are essential for the safety of the structures. In this study, a large-scale direct shear test apparatus was developed to measure the mechanical parameters of soil–concrete interfaces under conditions with different soil types, soil moisture contents, and interfacial filling materials. The results showed that the shear stress of the soil–concrete interface increased initially and then became stable with the increase in the shear displacement. The shear displacement of the sandy soil when the shear stress became stable was smaller than that of the clayey soil. The silty sand–concrete interface had a smaller friction angle than the interface with the medium-coarse sand. Moreover, with the increase in the soil moisture content, the friction angle of the clayey soil–concrete interface decreased rapidly, whereas the cohesion first increased and then decreased, and the peak cohesion was near the plastic limit of the soil. Under the same moisture content, the friction angle and cohesion of the clay–concrete interface was reduced by filling the interface with a thin layer of sandy soil, while filling the silty sand–concrete interface with a thin layer of silt reduced the friction angle and increased the interfacial cohesion. Nonetheless, the filling had little impact on the overall shear strength of the interface.