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Technical Papers
Feb 22, 2022

Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 5

Abstract

This study proposes a new method to introduce the cementation effect into existing elastoplastic constitutive models for soils. The mechanical properties of cement-treated soil are evaluated via element tests and compared with those of naturally deposited clay. The similarities and differences between cement-treated soils and naturally deposited clays are studied, focusing on two states, the undisturbed and remolded states. The effective stress for cement-treated soils incorporating an internal state variable representing the cementation effect is newly defined to describe the mechanical properties of cement-treated soils. Moreover, by applying this extended effective stress to the super-subloading yield surface (SYS) Cam-clay model, which is an elastoplastic model for soils based on the skeleton structure concept, the scope of this constitutive model is extended to include cement-treated soils. The cementation effect introduced by the proposed method allows reproducing the mechanical behavior of the cement-treated soil. Finally, a brittle behavior not described at the element level can be obtained, leading to a soil–water coupled finite deformation analysis incorporating the proposed constitutive model.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was supported by JSPS Grants-in-Aid for Scientific Research (Grant Nos. JP16H04408 and JP19H02402).

References

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Information & Authors

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 5May 2022

History

Received: Dec 17, 2020
Accepted: Sep 29, 2021
Published online: Feb 22, 2022
Published in print: May 1, 2022
Discussion open until: Jul 22, 2022

Authors

Affiliations

Associate Professor, Dept. of Civil and Environmental Engineering, Tohoku Univ., Sendai, Miyagi 980-8579, Japan (corresponding author). ORCID: https://orcid.org/0000-0002-7024-6327. Email: [email protected]
Takayuki Sakai [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Nagoya Univ., Nagoya, Aichi 464-8603, Japan. Email: [email protected]
Masaki Nakano [email protected]
Professor, Dept. of Civil and Environmental Engineering, Nagoya Univ., Nagoya, Aichi 464-8603, Japan. Email: [email protected]
Toshihiro Noda [email protected]
Professor, Dept. of Civil and Environmental Engineering, Nagoya Univ., Nagoya, Aichi 464-8603, Japan. Email: [email protected]

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Cited by

  • A Bounding Surface Model for Cemented Soil at Small and Large Strains, Journal of Geotechnical and Geoenvironmental Engineering, 10.1061/JGGEFK.GTENG-11604, 150, 2, (2024).
  • Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure, International Journal of Geomechanics, 10.1061/IJGNAI.GMENG-7117, 23, 2, (2023).
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