Abstract
This technical note presents results from a series of undrained load tests performed at model scale on circular embedded footings founded in a two-layered stratigraphy, comprising uniform stiff clay overlying soft clay. The observed foundation stiffness and bearing capacities are compared with available empirical, analytical, and numerical solutions. The dependence of the equivalent linear stiffness at a settlement ratio of 1% () and the bearing capacity factor, , on the normalized depth to the soft clay () and strength ratio of two clay layers () are presented. A simple expression is developed for , which provides a good match to experimental data and is consistent with numerical predictions. It is also shown that the critical ratio, above which the underlying soft layer does not affect the footing response, is significantly smaller for than for at any given value. This finding has important practical design implications for footings on stiff-over-soft clay deposits.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon request.
Acknowledgments
The first author gratefully acknowledges the financial support provided by the Chinese Scholarship Council and National Natural Science Foundation of China (Grant No. 41972298). The authors also express sincere thanks to staff and students at the University of Western Australia (UWA) who assisted with the testing program.
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© 2020 American Society of Civil Engineers.
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Received: Jan 23, 2020
Accepted: Jun 26, 2020
Published online: Aug 31, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 31, 2021
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