Finite element simulation for landslide movements using a new viscosity formulation based on empirical relationships between the factor of safety and the sliding velocity
Author:
Affiliation:
1. Gunma University
2. Formerly graduate student of Gunma University (JR East Consultants Company)
3. Okuyama Boring Co., Ltd.
4. Sabo & Landslide Technical Center
Publisher
Japan Landslide Society
Link
https://www.jstage.jst.go.jp/article/jls/58/1/58_1/_pdf
Reference17 articles.
1. Adachi, T. and Oka, F. (1982) : Constitutive equations for normally consolidated clay based on elasto-viscoplasticity, Soils and Foundations, Vol.22, No.4, pp.57-70.
2. Bhat, D. R., Bhandari, N. P., Yatabe, R. and Tiwari, R. C. (2012) : A new concept of Residual-State Creep Test to understand the creeping behavior of clayey soils. Geotechnical Special Publication, Vol.225, pp.683-692.
3. Calvello, M., Cascini, L. and Sorbino, G. (2008) : A numerical procedure for predicting rainfall-induced movements of active landslides along pre-existing slip surfaces, Int. J. Numer. Anal. Meth. Geomech., Vol.32, pp.327-351.
4. Conte, E., Donato, A. and Troncone, A. (2014) : A finite element approach for the analysis of active slow-moving landslides, Landslides, Vol.11, No.4, pp.723-731.
5. Corominas, J., Moya, J., Ledesma, A., Lloret, A. and Gili, J. A. (2005) : Prediction of ground displacements and velocities from groundwater level changes at the Vallcebre landslide (Eastern Pyrenees, Spain), Landslides, Vol.2, No.2, pp.83-96.
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1. Finite Element Simulation for Creep Behavior Actualized Before the Landslide Due to Groundwater Fluctuations Based on Centrifuge Model Test;Lecture Notes in Civil Engineering;2024
2. バランス断面法の概念を有限要素解析に導入した新しい斜面変動シミュレーション(BaFEM);Journal of the Japan Society of Engineering Geology;2023-10-10
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