Geotechnical stability analysis

SW Sloan - Géotechnique, 2013‏ - icevirtuallibrary.com
This paper describes recent advances in stability analysis that combine the limit theorems of
classical plasticity with finite elements to give rigorous upper and lower bounds on the …

Upper bound limit analysis using simplex strain elements and second‐order cone programming

A Makrodimopoulos, CM Martin - International journal for …, 2007‏ - Wiley Online Library
In geomechanics, limit analysis provides a useful method for assessing the capacity of
structures such as footings and retaining walls, and the stability of slopes and excavations …

Undrained stability of braced excavations in clay considering the nonstationary random field of undrained shear strength

W Tanapalungkorn, W Yodsomjai… - Scientific Reports, 2023‏ - nature.com
The basal heave stability of supported excavations is an essential problem in geotechnical
engineering. This paper considers the probabilistic analysis of basal heave stability of …

A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults

A Chiozzi, G Milani, A Tralli - Computers & Structures, 2017‏ - Elsevier
The present paper proposes a new Genetic Algorithm NURBS-based approach for the limit
analysis of masonry vaults based on an upper bound formulation. A given masonry vault …

Application of discontinuity layout optimization to plane plasticity problems

C Smith, M Gilbert - Proceedings of the Royal Society A …, 2007‏ - royalsocietypublishing.org
A new and potentially widely applicable numerical analysis procedure for continuum
mechanics problems is described. The procedure is used here to determine the critical …

Lower bound limit analysis of an anisotropic undrained strength criterion using second‐order cone programming

B Ukritchon, S Keawsawasvong - International Journal for …, 2018‏ - Wiley Online Library
In this paper, the formulation of the lower bound limit analysis of an anisotropic undrained
strength criterion using second‐order cone programming is described. The finite element …

Probabilistic analysis of the seismic bearing capacity of strip footings using RAFELA and MARS

W Jitchaijaroen, NT Duong, VQ Lai… - Geotechnical and …, 2024‏ - Springer
The critical aspect of the seismic bearing capacity of footings holds significant importance in
the field of geotechnical engineering. Past research has primarily focused on deterministic …

Determining an appropriate finite element size for modelling the strength of undrained random soils

J Huang, DV Griffiths - Computers and Geotechnics, 2015‏ - Elsevier
The mechanical properties of soils and rocks can be highly variable, and there has recently
been a great deal of interest in modelling this variability using random field theory, in which …

A polytree-based adaptive approach to limit analysis of cracked structures

H Nguyen-Xuan, S Nguyen-Hoang, T Rabczuk… - Computer Methods in …, 2017‏ - Elsevier
We in this paper present a novel adaptive finite element scheme for limit analysis of cracked
structures. The key idea is to develop a general refinement algorithm based on a so-called …

Upper and lower bounds in limit analysis: adaptive meshing strategies and discontinuous loading

JJ Munoz, J Bonet, A Huerta… - International Journal for …, 2009‏ - Wiley Online Library
Upper and lower bounds of the collapse load factor are here obtained as the optimum
values of two discrete constrained optimization problems. The membership constraints for …