Abstract
AbstractDetermining footing design parameters is crucial in designing buildings and other geotechnical structures. Bearing capacity and settlement of foundations are two important design parameters that can be determined with the aid of experimental, numerical, and analytical methods. However, estimating the aforementioned parameters using the above-mentioned methods can be difficult, time-consuming, and costly. On the other hand, recently, the importance of soft computing (SC) methods in solving civil engineering problems is underlined in literature. This study sheds some light on the workability of soft computing techniques in the quick prediction of bearing capacity and settlement of foundations. For this reason, in this book chapter, the first famous soft computing techniques are discussed. Subsequently, the recent studies which highlight the successful application of various SC methods for predicting bearing capacity and settlement of different types of foundations include shallow, skirted, and deep foundations. Overall, the reviewed studies suggest the feasibility of SC methods in predicting bearing capacity and settlement of foundations. However, the predicted values for the aforementioned design parameters should be interpreted with caution as some of the proposed predictive models are based on moderately unsound assumptions.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.