Flexural and Cracking Behavior of Clay Plates under Bending: Insights from Novel Tests and New Suction Parameters

ABSTRACT This study investigates the flexural and cracking behavior of clay plates under pure bending conditions through a novel experimental framework. The test methodology overcomes limitations of traditional beam flexure and burst tests by employing an inflatable membrane to apply a uniform bending pressure while continuously supporting self-weight of the specimen. Kaolin clay plates of varying thicknesses were prepared by slurry consolidation and subjected to bending tests in an instrumented assembly. The bending stresses and moments, pore water pressures, and displacement of the surface were measured with conventional sensors. Additionally, the deformations of the specimens were captured with a three-dimensional scanner to evaluate the curvature and cracking patterns. Beyond the innovative experimental setup, this study also sheds light into the suction regime in clays subjected to flexure and sets forth novel pore water pressure parameters, which correlate well with the cracking tendencies of the clay material. A distinct curvature threshold is defined, and it is observed that the clay material’s crack opening tendencies are influenced by the suction regime in the specimen. Beyond the novel insights offered in this study, the normalized bending resistances yielded from the tests correlate well with existing research.

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Publication Details

Journal
Geotechnical Testing Journal
Published
2025-10-22
DOI
https://doi.org/10.1520/gtj20250033
Primary Topic
Soil and Unsaturated Flow
Type
article
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article

Flexural and Cracking Behavior of Clay Plates under Bending: Insights from Novel Tests and New Suction Parameters

Cihan Cengiz, C. Zwanenburg, Yao Yang Su
Geotechnical Testing Journal
Soil and Unsaturated Flow
article

Flexural and Cracking Behavior of Clay Plates under Bending: Insights from Novel Tests and New Suction Parameters

Cihan Cengiz, C. Zwanenburg, Yao Yang Su
article en

Abstract

ABSTRACT This study investigates the flexural and cracking behavior of clay plates under pure bending conditions through a novel experimental framework. The test methodology overcomes limitations of traditional beam flexure and burst tests by employing an inflatable membrane to apply a uniform bending pressure while continuously supporting self-weight of the specimen. Kaolin clay plates of varying thicknesses were prepared by slurry consolidation and subjected to bending tests in an instrumented assembly. The bending stresses and moments, pore water pressures, and displacement of the surface were measured with conventional sensors. Additionally, the deformations of the specimens were captured with a three-dimensional scanner to evaluate the curvature and cracking patterns. Beyond the innovative experimental setup, this study also sheds light into the suction regime in clays subjected to flexure and sets forth novel pore water pressure parameters, which correlate well with the cracking tendencies of the clay material. A distinct curvature threshold is defined, and it is observed that the clay material’s crack opening tendencies are influenced by the suction regime in the specimen. Beyond the novel insights offered in this study, the normalized bending resistances yielded from the tests correlate well with existing research.

Geotechnical Testing JournalVol. 49(2)
Deltares (NL), Delft University of Technology (NL)
Clean water and sanitation
Openalex Percentile: Top 30%
Soil and Unsaturated Flow
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Flexural and Cracking Behavior of Clay Plates under Bending: Insights from Novel Tests and New Suction Parameters — Cihan Cengiz, C. Zwanenburg, et al. · Geotechnical Testing Journal (2025) | TGRS Research Map | TGRS