Hybrid artificial neural network models for bearing capacity evaluation of a strip footing on sand based on Bolton failure criterion-Reference-Cited by-同舟云学术

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Hybrid artificial neural network models for bearing capacity evaluation of a strip footing on sand based on Bolton failure criterion

Published:2024-09 Issue: Volume:48 Page:101347
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Jitchaijaroen Wittaya,Ranjan Kumar Divesh,Keawsawasvong Suraparb^ORCID,Wipulanusat Warit,Jamsawang Pitthaya

Publisher

Elsevier BV

Reference73 articles.

1. Terzaghi, K. Theoretical soil mechanics; 1943.

2. Experiment and analysis on the scale effect of Nγ for circular and rectangular footings;Kusakabe,1991

3. Strength parameters for bearing capacity of sand;Kutter;J Geotech Eng,1988

4. Centrifuge tests on scale effect of bearing capacity;Okahara,1988

5. Centrifuge model tests on bearing capacity and deformation of sand layer overlying clay;Okamura;Soils Found,1997

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