Synergistic integration of isogeometric analysis and data-driven modeling for enhanced strip footing design on two-layered clays: Advancing geotechnical engineering practices-Reference-Cited by-同舟云学术

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Synergistic integration of isogeometric analysis and data-driven modeling for enhanced strip footing design on two-layered clays: Advancing geotechnical engineering practices

Published:2024-10 Issue: Volume:167 Page:105880
ISSN:0955-7997
Container-title:Engineering Analysis with Boundary Elements
language:en
Short-container-title:Engineering Analysis with Boundary Elements

Author:

Nguyen-Minh Toan,Bui-Ngoc Tram,Shiau Jim,Nguyen Tan^ORCID,Nguyen-Thoi Trung

Funder

Ton Duc Thang University FOSTECT

Publisher

Elsevier BV

Reference40 articles.

1. Combined load behavior of embedded strip footings in layered clays;Mandal;Int J Geomech,2022

2. Review of available approaches for ultimate bearing capacity of two-layered soils;Shoaei;J Civil Eng Manage,2012

3. Bearing capacity of footings on clays;Reddy;Soils Foundat,1971

4. Experimental study of bearing capacity in layered clays;Brown,1969

5. Ultimate bearing capacity of foundations on layered soils under inclined load;Meyerhof;Canad Geotech J,1978

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