An integrated system for measuring the soil saturated hydraulic conductivity and the soil - water sorptivity using undisturbed soil cores is presented. The system consists of a soil core sampler, a soil core dryer, a vertical infiltration apparatus and a falling head apparatus. Use of the system is illustrated on undisturbed sand cores
At the request of Mr. J. Bulow Beck, Havnecon A/S the Hydraulics Laboratory at University of Aalborg...
During the last years the Geotechnical Engineering Group (GEG) at Aalborg University has performed t...
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...
Denne artikel beskriver resultaterne af gennemstrømningsforsøg udført på blokke af skrive kridt. For...
During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performe...
During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performe...
This paper presents the results of CPT's and Field Vane tests from two small test areas with differe...
The flow through porous media plays an important role in various engineering disciplines, as for exa...
The effect of basic soil-physical properties such as soil texture, soil-water content, effective oxy...
Flowmonitorens transducer skal placeres i bunden af afløbsledningen og indeholder en akustisk hastig...
For offshore foundation structures, the loads are of varying nature both in magnitude and duration. ...
This report deals with oedometer tests on three samples of moraine clay from the Heather Field in th...
Tons of surplus contaminated soil from construction projects are landfilled as waste every year. Lac...
Six Danish cohesive soils are investigated using Cone Penetration Test (CPT) to estimate the undrain...
At the request of Mr. J. Bulow Beck, Havnecon A/S the Hydraulics Laboratory at University of Aalborg...
During the last years the Geotechnical Engineering Group (GEG) at Aalborg University has performed t...
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...
Denne artikel beskriver resultaterne af gennemstrømningsforsøg udført på blokke af skrive kridt. For...
During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performe...
During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performe...
This paper presents the results of CPT's and Field Vane tests from two small test areas with differe...
The flow through porous media plays an important role in various engineering disciplines, as for exa...
The effect of basic soil-physical properties such as soil texture, soil-water content, effective oxy...
Flowmonitorens transducer skal placeres i bunden af afløbsledningen og indeholder en akustisk hastig...
For offshore foundation structures, the loads are of varying nature both in magnitude and duration. ...
This report deals with oedometer tests on three samples of moraine clay from the Heather Field in th...
Tons of surplus contaminated soil from construction projects are landfilled as waste every year. Lac...
Six Danish cohesive soils are investigated using Cone Penetration Test (CPT) to estimate the undrain...
At the request of Mr. J. Bulow Beck, Havnecon A/S the Hydraulics Laboratory at University of Aalborg...
During the last years the Geotechnical Engineering Group (GEG) at Aalborg University has performed t...
Monopod bucket foundations promise to become a reliable and cost-effective concept for offshore wind...