On the stability of geotechnical systems and its fractal progressive loss

Author:

Gudehus Gerd,Touplikiotis Asterios

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Bak P, Tang C, Wiesenfeld K (1987) Self-organized criticality: an explanation of 1/f noise. Phys Rev Lett 59(4):381–384

2. Binney JJ, Dowrick NJ, Fisher AJ, Newman MEJ (1992) The theory of critical phenomena—an introduction to the renormalization group. Oxford University Press, Oxford

3. Boussinesq JV (1876) Essai théorique sur l’équilibre de l’elasticité des masses pulverulentes et sur la pousseé des terres sans cohésion. Mém Couronn 40(4)

4. Casagrande A (1936) Characteristics of cohesionless soils affecting the stability of slopes and earth fills. J Boston Soc Civ Eng 23:257–276

5. Darwin G (1883) On the horizontal thrust of a mass of sand. In: Proceedings of the Institution of Civil Engineers, London, vol LXXL, pp 350–378

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