During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performed triaxial tests with a sand called Lund No 0. Lund No 0 is a graded sand from a gravel pit near Horsens in Denmark. For the classification of the sand the following tests have been performed: Sieve test, Grain density, ds, Maximum, emax, and minimum, emin, void ratio. The strength parameters of Lund No 0 are detennined by some drained and undrained triaxial tests in the Danish Triaxial Cell. The Danish Triaxial Cell prescribes smooth pressure heads and specimens with equal height and diameter. Four series with Id equal to 0.92, 0.87 0.76 and 0.55 have been performed.</p
Analyses and design of foundations of structures exposed to dynamic loading requires knowledge of th...
Monopod bucket foundations promise to become a reliable and cost-effective concept for offshore wind...
De foreliggende metoder til bestemmelse af forbelastningstrykket σ'pc i konsolideringsforsøg omtales...
During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performe...
During the last years the Geotechnical Engineering Group (GEG) at Aalborg University has performed t...
The Soil Mechanics Laboratory has started performing tests with a new sand, Baskarp No 15. Baskarp N...
At the Institute of Civil Engineering in Aalborg model tests on dry sand specimens have been carried...
In the process of understanding and developing models for geomaterials, the stress-strain behaviour ...
The paper presents the first series of true triaxial tests carried out on air-pluviated unfrozen and...
The flow through porous media plays an important role in various engineering disciplines, as for exa...
This report deals with oedometer tests on three samples of moraine clay from the Heather Field in th...
The soil parameters are dependent on both confining pressure and density index. The density index of...
På baggrund af analyse af konsolideringsforsøg med moræneler med meget varierende forbelastningstryk...
This paper presents the results of CPT's and Field Vane tests from two small test areas with differe...
For offshore foundation structures, the loads are of varying nature both in magnitude and duration. ...
Analyses and design of foundations of structures exposed to dynamic loading requires knowledge of th...
Monopod bucket foundations promise to become a reliable and cost-effective concept for offshore wind...
De foreliggende metoder til bestemmelse af forbelastningstrykket σ'pc i konsolideringsforsøg omtales...
During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performe...
During the last years the Geotechnical Engineering Group (GEG) at Aalborg University has performed t...
The Soil Mechanics Laboratory has started performing tests with a new sand, Baskarp No 15. Baskarp N...
At the Institute of Civil Engineering in Aalborg model tests on dry sand specimens have been carried...
In the process of understanding and developing models for geomaterials, the stress-strain behaviour ...
The paper presents the first series of true triaxial tests carried out on air-pluviated unfrozen and...
The flow through porous media plays an important role in various engineering disciplines, as for exa...
This report deals with oedometer tests on three samples of moraine clay from the Heather Field in th...
The soil parameters are dependent on both confining pressure and density index. The density index of...
På baggrund af analyse af konsolideringsforsøg med moræneler med meget varierende forbelastningstryk...
This paper presents the results of CPT's and Field Vane tests from two small test areas with differe...
For offshore foundation structures, the loads are of varying nature both in magnitude and duration. ...
Analyses and design of foundations of structures exposed to dynamic loading requires knowledge of th...
Monopod bucket foundations promise to become a reliable and cost-effective concept for offshore wind...
De foreliggende metoder til bestemmelse af forbelastningstrykket σ'pc i konsolideringsforsøg omtales...