Two-phase SPH numerical study of pore-water pressure effect on debris flows mobility: Yu Tung debris flow

Author:

Tayyebi Saeid Moussavi,Pastor Manuel,Stickle Miguel Martin

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. AECOM Asia Company Limited, 2012. Detailed Study of the 7 June 2008 Landslides on the Hillside above Yu Tung Road, Tech. rep. Geotechnical Engineering Office, Civil Engineering and Development Department, Hong Kong SAR.

2. General theory of three-dimensional consolidation;Biot;J. Appl. Phys.,1941

3. Blanc, T., Pastor, M., 2009. Numerical simulation of debris flows with the 2D - SPH depth integrated model. In: Arabelos, D., Tscherning, C. (Eds.), EGU Gen. Assem. Conf. Abstr., EGU General Assembly Conference Abstracts, vol. 11, p. 1978.

4. A stabilized Smoothed Particle Hydrodynamics, Taylor-Galerkin algorithm for soil dynamics problems;Blanc;Int. J. Numer. Anal. Methods Geomech.,2013

5. Numerical simulation of soil–water interaction using smoothed particle hydrodynamics (SPH) method;Bui;J. Terramech.,2007

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