Undrained Uplift Capacity of Strip Plate Anchor Nearby Clayey Slope

Bearing Capacity of Ring Foundations on Anisotropic and Heterogenous Clays: FEA, NGI-ADP, and MARS

“…• An accurate equation is proposed with R 2 = 99.99%, which is considered as an effective tool for engineering practitioners to evaluate the bearing capacity of ring foundations in anisotropic and heterogenous clays. Note that the value of is the highest accuracy MARS models can provide according to some previous works (Lai et al 2021a, b) Zhang et al 2017, 2018, 2019Zhou et al 2021).…”

“…In addition, the NGI-ADP constitutive model was presented by Grimstad et al (2012). Although the recent finite element limit analysis is considered as a powerful technique to solve various stability problems in the geotechnical engineering field (e.g., Shiau and Al-Asadi 2020a, b, c, d;Keawsawasvong et al, 2022;Keawsawasvong and Ukritchon, 2017a, 2021Lai et al 2021a;Yodsomjai et al 2021b, c;Beygi et al 2020;Ukritchon and Keawsawasvong, 2017, 2019Tho et al 2014;Bhattacharya and Sahoo 2017;Bhattacharya 2016Bhattacharya , 2018, the displacement-based finite element analysis is also useful in solving the complex boundary conditions (e.g. Shiau and Yu 2000;Shiau and Smith 2006;Shiau et al 2006a;b, 2018;Shiau and Watson 2008;Halder and Manna 2020;Pirastehfar et al 2020;Chakraborty and Goswami, 2021;Chatterjee and Murali Krishna 2021;Keawsawasvong and Ukritchon, 2017b;Hamouma et al 2021;Huynh et al 2022a, b;Ukritchon et al 2017a, b).…”