Behaviour of strip footing over cavity subjected to inclined and eccentric loads
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-10739-6.pdf
Reference13 articles.
1. Anaswara S, Shivashankar R (2020) Study on behaviour of two adjacent strip footings on unreinforced/reinforced granular bed overlying clay with voids. Geotech Geol Eng 39(3):1831–1848
2. Badie A, Wang MC (1984) Stability of spread footing above void in clay. J Geotech Eng 110(11):1591–1605
3. Baus RL, Wang MC (1983) Bearing capacity of strip footing above void. J Geotech Eng, Am Soc Civil Eng 109(1):1–14
4. Boufarh R, Saadi D, Abbeche K (2020) Model experiments to assess effect of cavities on bearing capacity of two interfering superficial foundations resting on granular soil. Studia Geotechnica Et Mechanica 42(3):222–231
5. Kiyosumi M, Kusakabe O, Masatoshi O (2011) Model tests and analyses of bearing capacity of strip footing on stiff ground with voids. J Geotech Geoenviron Eng Am Soc Civil Eng 137(4):363–375
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1. Optimizing shallow foundation design: A machine learning approach for estimation over cavities;GEOMECH ENG;2024
2. One‐Dimensional‐Convolutional Neural Network (1D‐CNN) Based Reliability Analysis of Foundation Over Cavity Incorporating the Effect of Simulated Noise;Advances in Civil Engineering;2024-01
3. Surrogate Model-Based Prediction of Settlement in Foundation Over Cavity for Reliability Analysis;Transportation Infrastructure Geotechnology;2023-09-08
4. Behaviour of strip footing over cavity subjected to inclined and eccentric loads;Arabian Journal of Geosciences;2022-08-23
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