This paper provides the background to the 50th Rankine Lecture. It considers the growth in emphasis of the prediction of ground displacements during design in the past two decades of the 20th century, as a result of the lessons learnt from field observations. The historical development of the theory of elasticity is then described, as are the constitutive frameworks within which it has been proposed that geotechnical predictions of deformation should be carried out. Factors affecting the stiffness of soils and weak rocks are reviewed, and the results of a numerical experiment, assessing the impact of a number of stiffness parameters on the displacements around a retaining structure, are described. Some field and laboratory methods of obtain...
Lateral restraint is the primary mechanism associated with geosynthetic-stabilized road bases. Under...
Soils exhibit non linear behaviour even at small strain; in the serviceability limit state many geot...
Recent advances in our knowledge of the geotechnical behaviour of natural soils and weak rocks sugge...
This paper provides the background to the 50th Rankine Lecture. It considers the growth in emphasis ...
Geotechnical design routinely requires that the in situ strength, stiffness and permeability of the ...
Soil stiffness can vary over several orders of magnitude depending on the actual range of strain imp...
A good knowledge of the soil stiffness properties is very important for geotechnical engineering. St...
The purposes of this thesis are: -The study of the non-linear behaviour of soil interacting with a f...
Most of the papers submitted to session la on "Laboratory tests" deal with clayey and sandy soils wh...
Stiffness parameters are required for many geotechnical calculations, including numerical modelling ...
This thesis consists of theoretical and practical part. Firstly, the soil behaviour at small-strain ...
Stiffness or Young's modulus of a compacted residual soil can be obtained from numerical analyses th...
The verification of limit states conditions of soil and foundation for an object constructed on bedr...
This paper determines the residual soil stiffness parameters at a deep excavation for a basement car...
Strength and stiffness of soils are the most important parameters for geotechnical engineering desig...
Lateral restraint is the primary mechanism associated with geosynthetic-stabilized road bases. Under...
Soils exhibit non linear behaviour even at small strain; in the serviceability limit state many geot...
Recent advances in our knowledge of the geotechnical behaviour of natural soils and weak rocks sugge...
This paper provides the background to the 50th Rankine Lecture. It considers the growth in emphasis ...
Geotechnical design routinely requires that the in situ strength, stiffness and permeability of the ...
Soil stiffness can vary over several orders of magnitude depending on the actual range of strain imp...
A good knowledge of the soil stiffness properties is very important for geotechnical engineering. St...
The purposes of this thesis are: -The study of the non-linear behaviour of soil interacting with a f...
Most of the papers submitted to session la on "Laboratory tests" deal with clayey and sandy soils wh...
Stiffness parameters are required for many geotechnical calculations, including numerical modelling ...
This thesis consists of theoretical and practical part. Firstly, the soil behaviour at small-strain ...
Stiffness or Young's modulus of a compacted residual soil can be obtained from numerical analyses th...
The verification of limit states conditions of soil and foundation for an object constructed on bedr...
This paper determines the residual soil stiffness parameters at a deep excavation for a basement car...
Strength and stiffness of soils are the most important parameters for geotechnical engineering desig...
Lateral restraint is the primary mechanism associated with geosynthetic-stabilized road bases. Under...
Soils exhibit non linear behaviour even at small strain; in the serviceability limit state many geot...
Recent advances in our knowledge of the geotechnical behaviour of natural soils and weak rocks sugge...