Nonlinear Elastic Foundation Plate Model Study on Overlying Strata Movement in Working Face with Solid Backfilling Mining Article Swipe

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Baifu An , LI Nai-lu , Qiaomei Yi , Dong Zhang , Hailong Wang ·

YOU? · · 2021 · Open Access · · DOI: https://doi.org/10.1155/2021/4829761

Although solid backfilling materials are featured with obvious nonlinear stress‐strain properties, for a long time, they have been usually simplified as linear elastic materials for approximate calculation in mechanical analysis, so it is difficult to accurately reflect their deformation process. Based on test results of solid backfilling materials’ compaction characteristics, this paper provides a solution method to generate their elastic foundation coefficient. One multiparameter elastic foundation has been used to reflect stress‐strain characteristics of solid backfilling material. In addition, the paper establishes a thin plate on a nonlinear elastic foundation model by adopting semianalytical and seminumerical method and obtains the relational expression between roof deflection, roof stress, and backfilling material’s compressive deformation. In combination with geological conditions in a specific mine, the paper probes into what influence both backfilling material’s particle size and the initial compaction force that the backfilling material bears could exert on roof subsidence and stress. Finally, the proposed model has been verified with measured data from industrial tests.

Related Topics

Roof

Geotechnical Engineering

Structural Engineering

Engineering

Materials Science

Finite Element Method

Concepts

Foundation (evidence) Roof Nonlinear system Geotechnical engineering Deflection (physics) Structural engineering Compaction Stress (linguistics) Deformation (meteorology) Stress–strain curve Engineering Materials science Finite element method Composite material Law Physics Political science Linguistics Quantum mechanics Philosophy Optics

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Type: article
Language: en
Landing Page: https://doi.org/10.1155/2021/4829761
PDF: https://downloads.hindawi.com/journals/sv/2021/4829761.pdf
OA Status: gold
Cited By: 1
References: 11
Related Works: 10
OpenAlex ID: https://openalex.org/W3199664885

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DOI: https://doi.org/10.1155/2021/4829761

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Title: Nonlinear Elastic Foundation Plate Model Study on Overlying Strata Movement in Working Face with Solid Backfilling Mining

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Language: en

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Publication year: 2021

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Publication date: 2021-01-01

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Authors: Baifu An, LI Nai-lu, Qiaomei Yi, Dong Zhang, Hailong Wang

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Landing page: https://doi.org/10.1155/2021/4829761

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Concepts: Foundation (evidence), Roof, Nonlinear system, Geotechnical engineering, Deflection (physics), Structural engineering, Compaction, Stress (linguistics), Deformation (meteorology), Stress–strain curve, Engineering, Materials science, Finite element method, Composite material, Law, Physics, Political science, Linguistics, Quantum mechanics, Philosophy, Optics

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Cited by: 1

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