The obtained solution can capture any distribution patterns of total stresses caused by the external load, where the total stresses are described as separable functions against spatial coordinates. A rigorous analytical solution to evaluate the changes of excess pore water pressure with time at any point in the model was derived as a double series, using the method of separation of variables. The external load on the ground surface was assumed to be applied instantly, which results in time-independent but space-dependent total stresses in the composite ground.
#Anylogic cannot be resolved to a variable free
This paper provides an analytical solution to predict the free strain consolidation of a stone column supported soft soil under plane strain configuration.
#Anylogic cannot be resolved to a variable series
491-496.ĭoan, HS, Fatahi, B & Khabbaz, H 2021, 'Exact Series Solution for Plane Strain Consolidation of Stone Column Improved Soft Soil Accounting for Space-Dependent Total Stresses' in Barla, M, Di Donna, A & Sterpi, D (eds), Challenges and Innovations in Geomechanics, Springer, Switzerland, pp. ChaptersĪrndt, F, Katic, M, Mistry, A & Nafei, S 2021, 'Dynamic Capabilities for Global Value Chains: From Selection to Deployment' in, The Routledge Companion to Global Value Chains: Reinterpreting and reimagining mega trends in the world economy.Ĭhen, H, Li, Y & Yang, H 2021, 'Graph Data Mining in Recommender Systems' in Web Information Systems Engineering – WISE 2021, Springer International Publishing, pp.
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