Technical Papers
Mar 16, 2020

Long-Term Deformation Analysis for a Vertical Concentrated Force Acting in the Interior of Fractional Derivative Viscoelastic Soils

Publication: International Journal of Geomechanics
Volume 20, Issue 5

Abstract

This paper gives a set of time-dependent displacement solutions for the case of a vertical concentrated force acting in the interior of fractional derivative viscoelastic soils. First, a three-dimensional fractional derivative viscoelastic model is introduced to describe the creep behavior of soils. Then based on the well-known Mindlin's elastic solutions and the correspondence principle from static elasticity to quasi-static viscoelasticity, the proposed precise solutions are systematically obtained in the Laplace transform domain. Subsequently, the proposed displacement solutions are validated against three previously published solutions, and all of the comparisons show a good agreement. Finally, parametric study and discussion are given, to analyze in detail the influence of parameters on the solutions. It is indicated that the displacements for fractional derivative viscoelastic models are smaller in the early stage and larger in the later stage than those for conventional viscoelastic models, and the proposed displacement solutions are more general.

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Acknowledgments

This work was supported by the National Natural Science Foundation of China (No. 51778345, No. 41877252), the Shandong Provincial Natural Science Foundation for Distinguished Young Scholars (No. JQ201811), the Key Research and Development Foundation of Shandong Province of China (No. 2019GSF109006), the Key Laboratory of Geotechnical and Underground Engineering (Tongji University), the Ministry of Education (No. KLE-TJGE-B1802), the program of Qilu Young Scholars of Shandong University, and the Young Scholars Program of Shandong University (No. 2017WLJH32). Great appreciation goes to the editorial board and the reviewers of this paper.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 5May 2020

History

Received: Mar 14, 2019
Accepted: Sep 25, 2019
Published online: Mar 16, 2020
Published in print: May 1, 2020
Discussion open until: Aug 17, 2020

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Master Student, Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan 250061, China. Email: [email protected]
Qian-qing Zhang [email protected]
Professor, Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan 250061, China; Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji Uni., Shanghai 200092, China (corresponding author). Email: [email protected]
Ruo-feng Feng [email protected]
Ph.D. Student, Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan 250061, China. Email: [email protected]
Jian-gu Qian [email protected]
Professor, Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Huan-wei Wei [email protected]
Professor, School of Civil Engineering, Shandong Jianzhu Univ., Jinan 250014, China. Email: [email protected]

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