Bayesian approach for probabilistic characterization of sand friction angles

Y Wang, SK Au, Z Cao - Engineering Geology, 2010 - Elsevier
Site characterization is a unique problem of geotechnical engineering that utilizes both prior
information (including engineering judgment) and project-specific information from test …

[KSIĄŻKA][B] Reliability of geotechnical structures in ISO2394

KK Phoon, JV Retief - 2016 - books.google.com
The latest 4th edition of the international standard on the principles of reliability for load
bearing structures (ISO2394: 2015) includes a new Annex D dedicated to the reliability of …

An adaptive tunicate swarm algorithm for optimization of shallow foundation

A Arabali, M Khajehzadeh, S Keawsawasvong… - IEEE …, 2022 - ieeexplore.ieee.org
This paper aims to introduce an adaptive metaheuristic algorithm based on tunicate swarm
optimization (TSA) for effectively solving global optimization problems and the optimum …

Effective hybrid soft computing approach for optimum design of shallow foundations

M Khajehzadeh, S Keawsawasvong, ML Nehdi - Sustainability, 2022 - mdpi.com
In this study, an effective intelligent system based on artificial neural networks (ANNs) and a
modified rat swarm optimizer (MRSO) was developed to predict the ultimate bearing …

Recent tendencies in the use of optimization techniques in geotechnics: A review

D Boumezerane - Geotechnics, 2022 - mdpi.com
The use of optimization methods in geotechnics dates back to the 1950s. They were used in
slope stability analysis (Bishop) and evolved to a wide range of applications in ground …

Closure to “Active Earth Pressure on Retaining Wall for Soil Backfill under Seismic Loading Condition” by SK Shukla, SK Gupta, and N. Sivakugan

SK Shukla - Journal of Geotechnical and Geoenvironmental …, 2010 - ascelibrary.org
The authors' paper is welcome because it makes up for a lack in the original method of
Coulomb and renders it applicable to c-soil backfills. Such a backfill type could be studied …

-Optimization Design of Reinforced Concrete Retaining Walls Based on a VNS-Threshold Acceptance Strategy

V Yepes, F Gonzalez-Vidosa, J Alcala… - Journal of Computing in …, 2012 - ascelibrary.org
This paper presents one approach to a methodology to design reinforced concrete
cantilever retaining walls for road construction using a hybrid multistart optimization strategic …

Reliability-based design of spread foundations by Monte Carlo simulations

Y WANG - Géotechnique, 2011 - icevirtuallibrary.com
In this paper a general reliability-based design (RBD) approach for spread foundations is
developed that addresses, explicitly and simultaneously, the ultimate limit state (ULS) …

Reliability-based robust geotechnical design of spread foundations using multi-objective genetic algorithm

CH Juang, L Wang - Computers and Geotechnics, 2013 - Elsevier
This paper presents a new geotechnical design concept, called robust geotechnical design
(RGD). The new design methodology seeks to achieve a certain level of design robustness …

Adaptive salp swarm algorithm for optimization of geotechnical structures

M Khajehzadeh, A Iraji, A Majdi, S Keawsawasvong… - Applied Sciences, 2022 - mdpi.com
Based on the salp swarm algorithm (SSA), this paper proposes an efficient metaheuristic
algorithm for solving global optimization problems and optimizing two commonly …