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Please use this identifier to cite or link to this item: http://hdl.handle.net/1993/2804

Title: Circular footings on a cemented layer above weak foundation soil
Authors: Thome, A
Donato, M
Consoli, N
Graham, J
Keywords: footings
cemented layer
layered system
weakly bonded
high void ratio
ULTIMATE BEARING CAPACITY
OVERLYING SOFT CLAY
Issue Date: 31-Dec-2005
Citation: 0008-3674; CAN GEOTECH J, DEC 2005, vol. 42, no. 6, p.1569 to 1584.
Abstract: This work proposes a method for predicting the behavior of shallow footings bearing on an upper layer of processed cemented soil that overlies a lower layer of weakly bonded residual soil with a high void ratio. The paper describes the results of a series of field plate tests and numerical simulations. The results lead to a semi-empirical method for designing shallow foundations on a double-layer system. The method has been validated by comparison of predicted values with results from a separate series of plate-loading tests. For engineering practice, the proposed method provides acceptable predictions of bearing capacities and load-settlement curves.
URI: http://hdl.handle.net/1993/2804
DOI: http://dx.doi.org/10.1139/t05-069
Appears in Collection(s):Research Publications (UofM Student, Faculty and Staff only access)

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