Optimized CatBoost-Based Soft-Computing Models for Prediction of the Ultimate Bearing Capacity of T-Shaped Footings Subjected to Eccentric Load

Author:

Kounlavong Khamnoy,Sadik Laith,Keawsawasvong SuraparbORCID,Jamsawang Pitthaya

Publisher

Springer Science and Business Media LLC

Reference53 articles.

1. Kaya, N.; Ornek, M.: Experimental and numerical studies of T-shaped footings. Acta Geotech. Slov. 10, 43–58 (2013)

2. Meyerhof, G.: The Bearing Capacity of Foundations under Eccentric and Inclined Loads. In: Proceedings of the 3rd ICSMFE; 1953; Vol. 1, pp. 440–445

3. Das, B.M.: Eccentrically loaded surface footing on sand layer resting on rough rigid base. Transp. Res. Rec. 827, 41 (1980)

4. Georgiadis, M.: Settlement and rotation of footings embedded in sand. Soils Found. 33, 169–175 (1993)

5. Mansouri, T.; Abbeche, K.: Experimental bearing capacity of eccentrically loaded foundation near a slope. Stud. Geotech. Mech. 41, 33–41 (2019)

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