A Refined Vlasov Foundation Model and Finite-Difference Method for Computing Slope Anchor Frame Resting on Nonsingle Bearing Strata-Reference-Cited by-同舟云学术

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A Refined Vlasov Foundation Model and Finite-Difference Method for Computing Slope Anchor Frame Resting on Nonsingle Bearing Strata

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Jia-Hao¹^ORCID,Dai Zi-Hang²^ORCID,Tang Xue-Feng³

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China. ORCID: .

2. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China (corresponding author). ORCID: .

3. Senior Engineer, Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources, Fujian Key Laboratory of Geohazard Prevention, Fuzhou 350002, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-10227

Reference28 articles.

1. Combined Finite–Discrete Numerical Modeling of Runout of the Torgiovannetto di Assisi Rockslide in Central Italy

2. Evaluation of Winkler Model and Pasternak Model for Dynamic Soil-Structure Interaction Analysis of Structures Partially Embedded in Soils

3. Three-Dimensional and Threefold Nonlinear Numerical Modeling for Slope-Stabilizing Pile

4. Some approximate theories of elastic foundations;Filonenko-Borodich M. M.;Uch. Zap. Mosk. Gos. Univ. Mekh.,1950

5. Modified Vlasov Model for Beams on Elastic Foundations

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