Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loading process of subsoil on a specimen in laboratory tests. Unfortunately laboratory equipment available in many laboratories is sometimes limited to just a triaxial apparatus - the use of which generates difficulties whenever a non-axisymmetric problem is analysed
In the process of understanding and developing models for geomaterials, the stress-strain behaviour ...
To improve the geotechnical stress"“strain analysis, the stress"“strain behavior of geomaterial unde...
Concern for possible adverse effects of end restraint in triaxial compression testing is almost as o...
Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loadin...
The reasons for the disparity between predicted and measured ground movements are discussed. The fac...
Solving complex boundary value problems in geotechnical engineering requires a soil constitutive mod...
Samples of a sandy soil reconstituted by Proctor compaction were investigated under different isotr...
Dottorato di ricerca in ingegneria geotecnica. 12. ciclo. Supervisors M. Jamiolkowski, G. Barla, D. ...
Inhomogeneities caused by end restraint and insufficient drainage during conventional compression tr...
Soil behaviour is stress history dependent and stress path dependent and soil parameters, particular...
At present, numerical methods of calculations, which are implemented in a large number of software c...
Provetes de um solo arenoso reconstituídos por compactação Proctor foram submetidos a trajectórias d...
The Cambridge True Triaxial Apparatus permits samples of soil to be tested with independent variatio...
The study investigates possible effects of stress path on a series of consolidated-drained triaxial ...
This paper presents a brief review of true triaxial apparatuses (TTAs) developed in the past and the...
In the process of understanding and developing models for geomaterials, the stress-strain behaviour ...
To improve the geotechnical stress"“strain analysis, the stress"“strain behavior of geomaterial unde...
Concern for possible adverse effects of end restraint in triaxial compression testing is almost as o...
Reliable estimation of geotechnical parameters is often based on reconstruction of a complete loadin...
The reasons for the disparity between predicted and measured ground movements are discussed. The fac...
Solving complex boundary value problems in geotechnical engineering requires a soil constitutive mod...
Samples of a sandy soil reconstituted by Proctor compaction were investigated under different isotr...
Dottorato di ricerca in ingegneria geotecnica. 12. ciclo. Supervisors M. Jamiolkowski, G. Barla, D. ...
Inhomogeneities caused by end restraint and insufficient drainage during conventional compression tr...
Soil behaviour is stress history dependent and stress path dependent and soil parameters, particular...
At present, numerical methods of calculations, which are implemented in a large number of software c...
Provetes de um solo arenoso reconstituídos por compactação Proctor foram submetidos a trajectórias d...
The Cambridge True Triaxial Apparatus permits samples of soil to be tested with independent variatio...
The study investigates possible effects of stress path on a series of consolidated-drained triaxial ...
This paper presents a brief review of true triaxial apparatuses (TTAs) developed in the past and the...
In the process of understanding and developing models for geomaterials, the stress-strain behaviour ...
To improve the geotechnical stress"“strain analysis, the stress"“strain behavior of geomaterial unde...
Concern for possible adverse effects of end restraint in triaxial compression testing is almost as o...
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