Unsaturated soil mechanics in engineering practice

DG Fredlund - Journal of geotechnical and geoenvironmental …, 2006 - ascelibrary.org
Unsaturated soil mechanics has rapidly become a part of geotechnical engineering practice
as a result of solutions that have emerged to a number of key problems (or challenges). The …

Equations for the entire soil-water characteristic curve of a volume change soil

HQ Pham, DG Fredlund - Canadian geotechnical journal, 2008 - cdnsciencepub.com
Numerous curve-fitting equations have been proposed for soil-water characteristic curves.
While these equations have been of considerable value in geotechnical and …

Volume–mass unsaturated soil constitutive model for drying–wetting under isotropic loading–unloading conditions

HQ Pham, DG Fredlund - Canadian Geotechnical Journal, 2011 - cdnsciencepub.com
Un modèle constitutif rigoureux de volume–masse est proposé dans le but de représenter le
mouillage–séchage de sols non saturés dans des conditions de chargement–déchargement …

Temperature effects on suction measurement using the filter paper technique

A Haghighi, GM Medero… - Geotechnical …, 2012 - asmedigitalcollection.asme.org
This paper presents the results of an experimental study of thermal effects on filter paper
calibration curves used to obtain the soil suction. When the temperature is significantly …

A thermo‐hydro‐mechanical model for unsaturated soils based on the effective stress concept

M Dumont, S Taibi, JM Fleureau… - … for Numerical and …, 2011 - Wiley Online Library
A simple thermo‐hydro‐mechanical (THM) constitutive model for unsaturated soils is
described. The effective stress concept is extended to unsaturated soils with the introduction …

Small and large strain behaviour of an unsaturated compacted silt

S Taïbi, JM Fleureau, S Hadiwardoyo… - European Journal of …, 2008 - Taylor & Francis
The results of small and large strain triaxial tests and matrix suction measurements,
performed on a compacted low plasticity silt under different conditions of water content …

Statistics of Atterberg limit values of some pure kaolinitic clays

G Spagnoli, S Shimobe - Geomechanics and Geoengineering, 2023 - Taylor & Francis
Atterberg limits of soils are the most basic and widely used geotechnical characterisation of
fine-grained soils. While the indicative values for different clay types (eg kaolinite, smectite …

Aplicações do método do ponto material (MPM) a problemas geotécnicos

MA Llano Serna - 2013 - realp.unb.br
O objetivo deste trabalho é investigar a eficiência do Método do Ponto Material
Generalizado (GIMP) para a simulação de problemas de grandes deformações, e mais …

Prediction of the residual void ratio of clayey soils after drying based on their initial state, physical properties and structure

ME Bardanis, MJ Kavvadas - Unsaturated Soils. Advances in Geo …, 2008 - taylorfrancis.com
Anticipating the advantages of using er rather than sr for use in constitutive modeling,
Bardanis & Kavvadas (2006) proposed an empirical relation predicting er on the basis of …

[引用][C] APLICAÇÕES DO MÉTODO DO PONTO MATERIAL (MPM) A PROBLEMAS GEOTÉCNICOS