Technical Papers
Dec 17, 2021

Dynamic Response Analysis of Deep-Sea Sediments with Heterogeneity under Moving Nonuniform Mining Collector Loading

Publication: Journal of Engineering Mechanics
Volume 148, Issue 3

Abstract

The dynamic response of heterogeneous deep-sea sediments under moving nonuniform mining collector loading was determined analytically. The heterogeneity of deep-sea sediments is associated with the elastic modulus increasing nonlinearly with depth. The ground pressure of the mining collector with longitudinal eccentricity was assumed to have a trapezoidal distribution. The complex Fourier series method was used to expand the soil displacement and the loading function of the ground pressure with eccentricity. Thus, the governing partial differential equations (PDEs) of motion for the soil were reduced to ordinary differential equations (ODEs) with respect to the horizontal direction x and the time t. The analytical solution of the ODEs was solved by the method of Frobenius. After verifying the analytical solution by means of comparisons with the Abaqus simulated results for the special cases of homogeneity under uniform load, this analytical solution was utilized to assess the effect of heterogeneity, eccentricity, and pedrail length on the response of deep-sea sediments.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was funded by the National Natural Science Foundation of China (NSFC 12072309), the Natural Science Foundation of Hunan Province, China (2019JJ50625), the Education Department Foundation of Hunan Province (19B546), the Hunan Innovative Province Construction Project (2019RS1059) and Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 148Issue 3March 2022

History

Received: Aug 2, 2021
Accepted: Oct 22, 2021
Published online: Dec 17, 2021
Published in print: Mar 1, 2022
Discussion open until: May 17, 2022

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Associate Professor, Hunan Key Laboratory for Computation and Simulation in Science and Engineering, Xiangtan Univ., Xiangtan 411105, China. Email: [email protected]
Graduate Research Assistant, School of Mathematics and Computational Science, Xiangtan Univ., Xiangtan 411105, China. Email: [email protected]
Associate Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID: https://orcid.org/0000-0002-6576-8200. Email: [email protected]
Professor, College of Civil Engineering and Mechanics, Xiangtan Univ., Xiangtan 411105, China (corresponding author). ORCID: https://orcid.org/0000-0002-5153-4892. Email: [email protected]

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