Bearing Capacity of Circular Footing on c-ϕ Slope
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9722-0_193
Reference9 articles.
1. Acharyya R (2019) Finite element investigation and ANN-based prediction of the bearing capacity of strip footings resting on sloping ground. Int J Geo-Eng 10(1):5
2. Chakraborty D, Kumar J (2015) Bearing capacity of circular footings on reinforced soils. Int J Geomech 15(1):04014034
3. Kumar J, Khatri VN (2011) Bearing capacity factors of circular foundations for a general c–ϕ soil using lower bound finite elements limit analysis. Int J Numer Anal Meth Geomech 35(3):393–405
4. Lai VQ, Lai F, Yang D, Shiau J, Yodsomjai W, Keawsawasvong S (2022) Determining seismic bearing capacity of footings embedded in cohesive soil slopes using multivariate adaptive regression splines. Int J Geosynth Ground Eng 8(4):46
5. Lai VQ, Sangjinda K, Keawsawasvong S, Eskandarinejad A, Chauhan VB, Sae-Long W, Limkatanyu S (2022) A machine learning regression approach for predicting the bearing capacity of a strip footing on rock mass under inclined and eccentric load. Front Built Environ 152
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