Phase concept for mudflow based on the influence of viscosity

Author:

Lee Shannon Hsien-Heng,Widjaja Budijanto

Funder

Taiwan Tech and the World Bank

Japan Government

Japan–Indonesia Presidential Scholarship (JIPS)

the Center of Excellence of Infrastructure and Urban Development at Parahyangan Catholic University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference43 articles.

1. Rheological characteristics of debris-flow material in south-Gargano watersheds;Bisantino;Natural Hazards,2010

2. Destructive mudflows as a consequence of tailing dyke failures;Blight;Proceedings of The Institution of Civil Engineers Geotechnical Engineering,1997

3. Bonzanigo, L., Oppizzi, P., Tornaghi, M. and Uggeri, A. (2006): Hydrodynamics and rheology: key factors in mechanics of large landslide, Proc. ECI Conf. in Geohazards, Lillehammer, Norway, 46, 1–15.

4. Debris flow modeling in Julian Alps using FLO2D;Calligaris;WIT Transaction on Engineering Sciences,2008

5. General solutions for viscoplastic debris flow;Chen;Journal of Hydraulic Engineering,1988

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