Research Article

The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites using New Generation Sustainable Cement

Volume: 14 Number: 3 September 30, 2025

The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites using New Generation Sustainable Cement

Abstract

In this study, fracture toughness (KIc) and cohesive fracture properties of sandy-clay soils stabilized with low (%2) and high (%10) cement under static and cyclic loading using semicircular (SCB) specimens were investigated by experimental and numerical analysis. Higher KIc values were obtained with samples containing high amounts of cement compared to soils containing low amounts of cement. A significant decrease in KIc value was also observed under cyclic loading compared to monotonic loading test results. Load-crack opening displacement (COD) plots obtained by cyclic loading experiments showed high plastic deformation accumulation before final fracture. Beside these, cohesive and stable critical crack length and the initiation of unstable crack propagation were determined using nonlinear simulations and cohesive fracture analyses of the FRANC2D program. Thus, combined evaluation of the findings from both experimental and numerical studies in this research could lead to improved design strategies for stabilized soil composites by strengthening a comprehensive understanding of fracture mechanics alongside empirical data.

Keywords

Supporting Institution

TÜBİTAK

Ethical Statement

The study is complied with research and publication ethics.

Thanks

This research article was published within the TÜBİTAK 1001 program and project number 124M468. The author would like to thank TÜBİTAK for this support.

References

  1. A.A. Fondjo, E. R., Theron, Ray P. “Stabilization of expansive soils using mechanical and chemical methods: a comprehensive review”. Civ. Eng. Arch., vol. 9, pp. 1295-1308. 2021.
  2. U. Zada, J. Arshad, M. Iqbal, S.M Eldin, A. Meshal, R.B Souhila, A. Sultan. “Recent advances in expansive soil stabilization using admixtures: current challenges and opportunities”, Case Studies in Constr. Mater., vol. 18, e01985, 2023.
  3. N. Koukouzas, P. Tyrologou, P. Koutsovitis, D. Karapanos, and C. Karkalis, “Soil stabilization.” Handbook of Fly Ash, pp. 475-500, 2022, doi: 10.1016/b978-0-12-817686-3.00004-9.
  4. E. Güneri, “Zeolit-Bentonit Karışımlarının Farklı Sıcaklıklar Altında Sıkışma İndisinin Hesaplanmasında Ampirik ve Deneysel Yöntemlerin Karşılaştırılması.” Fırat Üniversitesi Mühendislik Bilimleri Dergisi, vol. 36, no. 2, pp. 765-773, 2024, doi: 10.35234/fumbd.1445113.
  5. E. Güneri, Determination of the Hydraulic Conductivity Behavior of Seaweed Added Zeolite-Bentonite Mixtures in the Presence of Temperature with Empirical Relationships. Çukurova University Eng. Sci. J., vol.39(3), pp.617-623, 2024.
  6. B. Xia, L. Zeng, F. Ji, M., Xie, Z., Hong. “Plasticity role in strength behavior of cement-phosphogypsum stabilized soils”, J. Rock Mech. Geotech. Eng., vol. 14(6), pp. 1977-1988, 2022
  7. Z. Yin, P. Wang, and S. Dai, “Microstructures and micromechanics of geomaterials,” J. Zhejiang Univ. Sci. A, vol. 24, pp. 299–302, 2023, doi: 10.1631/jzus.A2300MMG.
  8. D. R. Biswal, U. C. Sahoo, and S. R. Dash, “Fatigue Characteristics of Cement-Stabilized Granular Lateritic Soils,” Journal of Transportation Engineering, Part B: Pavements, vol. 146, no. 1, 2019.

Details

Primary Language

English

Subjects

Civil Geotechnical Engineering, Fracture Mechanics

Journal Section

Research Article

Publication Date

September 30, 2025

Submission Date

June 19, 2025

Acceptance Date

September 26, 2025

Published in Issue

Year 2025 Volume: 14 Number: 3

APA
Erarslan, N. (2025). The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites using New Generation Sustainable Cement. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, 14(3), 1823-1848. https://doi.org/10.17798/bitlisfen.1723313
AMA
1.Erarslan N. The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites using New Generation Sustainable Cement. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi. 2025;14(3):1823-1848. doi:10.17798/bitlisfen.1723313
Chicago
Erarslan, Nazife. 2025. “The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites Using New Generation Sustainable Cement”. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi 14 (3): 1823-48. https://doi.org/10.17798/bitlisfen.1723313.
EndNote
Erarslan N (September 1, 2025) The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites using New Generation Sustainable Cement. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi 14 3 1823–1848.
IEEE
[1]N. Erarslan, “The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites using New Generation Sustainable Cement”, Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, vol. 14, no. 3, pp. 1823–1848, Sept. 2025, doi: 10.17798/bitlisfen.1723313.
ISNAD
Erarslan, Nazife. “The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites Using New Generation Sustainable Cement”. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi 14/3 (September 1, 2025): 1823-1848. https://doi.org/10.17798/bitlisfen.1723313.
JAMA
1.Erarslan N. The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites using New Generation Sustainable Cement. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi. 2025;14:1823–1848.
MLA
Erarslan, Nazife. “The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites Using New Generation Sustainable Cement”. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, vol. 14, no. 3, Sept. 2025, pp. 1823-48, doi:10.17798/bitlisfen.1723313.
Vancouver
1.Nazife Erarslan. The Cohesive and Fatigue Damage Mechanics of Cement-Stabilized Soil Composites using New Generation Sustainable Cement. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi. 2025 Sep. 1;14(3):1823-48. doi:10.17798/bitlisfen.1723313

Cited By

Bitlis Eren University

Journal of Science Editor

Bitlis Eren University Graduate Institute

Bes Minare Mah. Ahmet Eren Bulvari, Merkez Kampus, 13000 BITLIS

E-mail: fbe@beu.edu.tr