<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The interactions between soil-structure are largely governed by the shear strength at the soil-structure interface, particularly in situations involving large displacements, known as shear residual strength. This latter can be influenced by a range of factors, including normal stress, physical properties, surface roughness, wall friction. The main objective of this study is to investigate clogging related to surface roughness form, in addition to wall friction arises from consolidation. In order to investigate the impact of wall friction, experiments involving ring shear tests were carried out on kaolin. Four different consolidation durations were employed to induce varying settlements of the upper platen, while three distinct testing procedures, including single stage, multistage, and preshearing, were utilized. Additionally, different levels of surface roughness were incorporated to investigate the effect of clogging. The test results obtained from various testing procedures indicate that employing a single stage procedure with zero consolidation time is the most suitable approach for mitigating the influence of wall friction. For clogging effect, is dependent on the materials used, namely, the kaolin and the mixture, as well as, the interfaces involved.</p>
</abstract>

The interactions between soil-structure are largely governed by the shear strength at the soil-structure interface, particularly in situations involving large displacements, known as shear residual strength. This latter can be influenced by a range of factors, including normal stress, physical properties, surface roughness, wall friction. The main objective of this study is to investigate clogging related to surface roughness form, in addition to wall friction arises from consolidation. In order to investigate the impact of wall friction, experiments involving ring shear tests were carried out on kaolin. Four different consolidation durations were employed to induce varying settlements of the upper platen, while three distinct testing procedures, including single stage, multistage, and preshearing, were utilized. Additionally, different levels of surface roughness were incorporated to investigate the effect of clogging. The test results obtained from various testing procedures indicate that employing a single stage procedure with zero consolidation time is the most suitable approach for mitigating the influence of wall friction. For clogging effect, is dependent on the materials used, namely, the kaolin and the mixture, as well as, the interfaces involved.

An Experimental Study of the Frictional Behavior at the Interface Soil-Structure with Regards to Wall Friction Effect and Clogging Related to Surface Roughness Form

Laboratory of civil engineering and hydraulic, Department of civil engineering and hydraulic

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

The interactions between soil-structure are largely governed by the shear strength at the soil-structure interface, particularly in situations involving large...

An Experimental Study of the Frictional Behavior at the Interface Soil-Structure with Regards to Wall Friction Effect and Clogging Related to Surface Roughness Form

Pubblicato online: 26 giu 2024

Pagine: 255 - 273

DOI: https://doi.org/10.2478/cee-2024-0020

Parole chiave
Residual strength, Surface roughness, Wall friction, Stability problems, Clogging

© 2024 Djamel Eddine Djaafri et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

An Experimental Study of the Frictional Behavior at the Interface Soil-Structure with Regards to Wall Friction Effect and Clogging Related to Surface Roughness Form

Pubblicato online: 26 giu 2024

Pagine: 255 - 273

DOI: https://doi.org/10.2478/cee-2024-0020

Parole chiaveResidual strength, Surface roughness, Wall friction, Stability problems, Clogging

© 2024 Djamel Eddine Djaafri et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
Residual strength, Surface roughness, Wall friction, Stability problems, Clogging