Settlement Prediction of Ring Foundation under Seismic Conditions
Author:
Affiliation:
1. Indian Institute of Technology Roorkee
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/60/10_v10.P2-19/_pdf
Reference12 articles.
1. 1) Birid, K. and Choudhury, D., (2021): Undrained bearing capacity factor Nc for ring foundations in cohesive soil., International Journal of Geomechanics, 21(2), p.06020038.
2. 2) Birid, K. and Choudhury, D., (2022): Earthquake response of ring foundation in cohesionless soil, Geotechnical and Geological Engineering, 40(8), pp.4269-4288.
3. 3) Boushehrian, J.H. and Hataf, N., (2003): Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand., Geotextiles and Geomembranes, 21(4), pp.241-256.
4. 4) Choudhury, D. and Subba Rao, K.S., (2005): Seismic bearing capacity of shallow strip footings., Geotechnical & Geological Engineering, 23, pp.403-418.
5. 5) Choudhury, D. and Subba Rao, K.S., (2006): Seismic bearing capacity of shallow strip footings embedded in slope., International Journal of Geomechanics, 6(3), pp.176-184.
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