Add to ORKGThis paper presents the results of CPT's and Field Vane tests from two small test areas with different soils, Glacial Till and Yoldia Clay. An average of Nk = qt/cv for the Yoldia Clay is 7.7 with a standard deviation of 0.7. The average of Nk for the Glacial Till is 9.7 with a standard deviation of 2.2.</p
This thesis evaluates the commonly used geotechnical probing method CPTu, on how different probe con...
Peat deposits are generally heterogeneous, with large variations over small areas. Peat has an extre...
In the northern part of Vendsyssel, Denmark, the deposits made in the late glacial time are formed b...
Six Danish cohesive soils are investigated using Cone Penetration Test (CPT) to estimate the undrain...
Undrained shear strength on Søvind Marl is found through undrained, volume constant, triaxial testin...
This report deals with oedometer tests on three samples of moraine clay from the Heather Field in th...
For offshore foundation structures, the loads are of varying nature both in magnitude and duration. ...
During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performe...
Monopod bucket foundations promise to become a reliable and cost-effective concept for offshore wind...
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...
In the process of understanding and developing models for geomaterials, the stress-strain behaviour ...
An integrated system for measuring the soil saturated hydraulic conductivity and the soil - water so...
In Finland, undrained shear strength is commonly measured using the field vane shear test (FV). Curr...
The clay in Scania is generally over consolidated. When the soil is evaluated by using CPTU, it is e...
This thesis evaluates the commonly used geotechnical probing method CPTu, on how different probe con...
Peat deposits are generally heterogeneous, with large variations over small areas. Peat has an extre...
In the northern part of Vendsyssel, Denmark, the deposits made in the late glacial time are formed b...
Six Danish cohesive soils are investigated using Cone Penetration Test (CPT) to estimate the undrain...
Undrained shear strength on Søvind Marl is found through undrained, volume constant, triaxial testin...
This report deals with oedometer tests on three samples of moraine clay from the Heather Field in th...
For offshore foundation structures, the loads are of varying nature both in magnitude and duration. ...
During the last 15 years the Geotechnical Engineering Group (GEG) at Aalborg University has performe...
Monopod bucket foundations promise to become a reliable and cost-effective concept for offshore wind...
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...
In the process of understanding and developing models for geomaterials, the stress-strain behaviour ...
An integrated system for measuring the soil saturated hydraulic conductivity and the soil - water so...
In Finland, undrained shear strength is commonly measured using the field vane shear test (FV). Curr...
The clay in Scania is generally over consolidated. When the soil is evaluated by using CPTU, it is e...
This thesis evaluates the commonly used geotechnical probing method CPTu, on how different probe con...
Peat deposits are generally heterogeneous, with large variations over small areas. Peat has an extre...
In the northern part of Vendsyssel, Denmark, the deposits made in the late glacial time are formed b...