Random failure mechanism method for assessment of working platform bearing capacity with a linear trend in undrained shear strength

Author:

Chwała Marcin,Kawa MarekORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference43 articles.

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5. Scale of fluctuation for spatially varying soils: estimation methods and values;Cami;ASCE-ASME J. Risk Uncertain. Eng. Syst. Part A.-Civ. Eng.,2020

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