The deformability properties of all the materials of Penitas Dam (43-m high) are estimated based upon the measurement of total stresses, pore pressures and strains by means of the instrumentation placed inside the embankment. The results of these measurements indicate that all the materials show octahedral stress-octahedral strain cuasilinear relationships as if they were elastic. The values of the deformability moduli E and the Poisson\u27s ratios v computed from these relationships are compared with the moduli E obtained by means of confined plate bearing tests made in situ during construction of the dam, and are also used to feed a bidimensional finite element model analysis by which the states of stress and strain within the dam are com...
The finite element method (FEM) has been widely used to analyse earth and rockfill dams. In a finite...
ABSTRACT: Conventional upstream tailings dams are unique structures in that their shear strength and...
The article presents an analysis of geotechnical parameters of the alluvial deposit (the areas of th...
This paper presents a study of the stress-deformation behaviour of the Canales Dam (Granada) during ...
Las presas son estructuras de gran relevancia para un adecuado desarrollo de proyectos de agua potab...
The paper illustrates experimental techniques and results of the in-situ tests carried out for the m...
Rockfill dams present a challenge for engineers due to the many uncertainties revolving around the ...
Stress strain analysis based on Biot’s consolidation theory is performed for Nuozhadu dam, which is ...
The present study is an investigation of the geothecnical parameters of the materials used in the co...
The performance in terms of pore pressure and deformation of five earth and earth-rock-fill dams is ...
One of the important phenomena that can occur specially in first filling of a clay core earth dam is...
Unexpectedly large settlements occurred in the 165 meter high clay core of Atatürk Dam during the re...
Establishment of a relationship between the shear wave velocity (Vs) and other geotechnical paramete...
The present TFM aims at the hydraulic and mechanical characterization of different compacted materia...
The paper describes and interprets arching action problems in three zoned earth dams. The principal ...
The finite element method (FEM) has been widely used to analyse earth and rockfill dams. In a finite...
ABSTRACT: Conventional upstream tailings dams are unique structures in that their shear strength and...
The article presents an analysis of geotechnical parameters of the alluvial deposit (the areas of th...
This paper presents a study of the stress-deformation behaviour of the Canales Dam (Granada) during ...
Las presas son estructuras de gran relevancia para un adecuado desarrollo de proyectos de agua potab...
The paper illustrates experimental techniques and results of the in-situ tests carried out for the m...
Rockfill dams present a challenge for engineers due to the many uncertainties revolving around the ...
Stress strain analysis based on Biot’s consolidation theory is performed for Nuozhadu dam, which is ...
The present study is an investigation of the geothecnical parameters of the materials used in the co...
The performance in terms of pore pressure and deformation of five earth and earth-rock-fill dams is ...
One of the important phenomena that can occur specially in first filling of a clay core earth dam is...
Unexpectedly large settlements occurred in the 165 meter high clay core of Atatürk Dam during the re...
Establishment of a relationship between the shear wave velocity (Vs) and other geotechnical paramete...
The present TFM aims at the hydraulic and mechanical characterization of different compacted materia...
The paper describes and interprets arching action problems in three zoned earth dams. The principal ...
The finite element method (FEM) has been widely used to analyse earth and rockfill dams. In a finite...
ABSTRACT: Conventional upstream tailings dams are unique structures in that their shear strength and...
The article presents an analysis of geotechnical parameters of the alluvial deposit (the areas of th...