Technical Papers
Jun 7, 2023

Unified Modeling of Interface between Structured Clay or Crushable Sand and Structure

Publication: Journal of Engineering Mechanics
Volume 149, Issue 8

Abstract

The purpose of this paper is to develop a unified elastoplastic model for describing both monotonic and cyclic behaviors of natural structured clay–structure and crushable sand–structure interfaces based on the bounding surface plasticity and the critical state concept with three features: (1) a more general yield surface with two shape parameters is adopted to improve the prediction of the shear yield and the critical state of the soil–structure interface, (2) the degradation of bounding surface size and the adhesive normal stress is introduced into the model to consider the shear strength reduction of natural structured clay–structure interface, and (3) the grain breakage effect on the behavior of crushable sand–structure interface is considered by incorporating the location of the critical-state line with the broadening of grain-size distribution induced by grain breakage. Then, explicit simulation schemes with substepping and error control are established for simulating interface shear tests under constant volume, constant normal load, and constant normal stiffness conditions. Finally, comparisons between experimental and numerical results indicate that the unified soil–structure interface model is able to not only predict the state-dependent monotonic stress–strain behavior of structured clay–structure or crushable sand–structure interfaces, but also reproduce the cyclic accumulative contraction and stabilization, as well as the stress degradation observed in both structured clay–structure and crushable sand–structure interfaces.

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Data Availability Statement

The data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The financial supports provided by a GRF project (Grant Nos. 15217220 and N_PolyU534/20) from the Research Grants Council (RGC) of Hong Kong are gratefully acknowledged.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 149Issue 8August 2023

History

Received: Oct 2, 2022
Accepted: Mar 28, 2023
Published online: Jun 7, 2023
Published in print: Aug 1, 2023
Discussion open until: Nov 7, 2023

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Assistant Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China; Assistant Professor, Shenzhen Key Laboratory of Green, Efficient, and Intelligent Construction of Underground Metro Station, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China; Assistant Professor, Key Laboratory for Resilient Infrastructures of Coastal Cities (MOE), College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China; Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China. ORCID: https://orcid.org/0000-0003-1974-7318. Email: [email protected]
Zhen-Yu Yin, Ph.D. [email protected]
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author). Email: [email protected]

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