Pressure Settlement Behaviour and Bearing Capacity of Asymmetric Embedded Plus Shaped Footing on Layered Sand
نویسندگان
چکیده
The aim of the present numerical study was to analyse pressure settlement behaviour and bearing capacity asymmetric plus shaped footing resting on loose sand overlying dense at varying embedment depth. investigation carried out using ABAQUS software. effect depth embedment, friction angle upper lower layer thickness studied in this investigation. Further, comparison results made between symmetric footing. reveal that with increase dimensionless footings increased. highest observed ratio 1.5. 12.62 11.40 times respect surface F1 F2 corresponding a lowest 0.1 1.05 1.02 for
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ژورنال
عنوان ژورنال: Civil and Environmental Engineering Reports
سال: 2021
ISSN: ['2450-8594', '2080-5187']
DOI: https://doi.org/10.2478/ceer-2021-0039