Initiation of flow liquefaction in granular soil slopes: drained versus undrained conditions

Author:

Chen Y.,Yang J.ORCID

Publisher

Springer Science and Business Media LLC

Subject

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

Reference42 articles.

1. Alipour MJ, Lashkari A (2017) Prediction of sand instability under constant shear drained paths. In: Papamichos E, Papanastasiou P, Pasternak E, Dyskin A (eds) Bifurcation and degradation of geomaterials with engineering applications. Springer, Berlin

2. Anderson SA, Sitar N (1995) Analysis of rainfall induced debris flow. J Geotech Eng ASCE 121(7):544–552

3. Been K, Jefferies MG (1985) A state parameter for sands. Géotechnique 35(2):99–102

4. Borja RI (2006) Conditions for liquefaction instability in fluid-saturated granular soils. Acta Geotech 1:211–224

5. Brand EW (1981) Some thoughts on rainfall induced slope failures. In: Proceedings of the 10th international conference on soil mechanics and foundation engineering, pp 373–376

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