ABSTRACT: The present paper is an investigation of the soil parameters of the given Aalborg University Sand No. 1 using the Flat Dilatometer Test (DMT) and the Cone Penetration Test (CPT). This clean sand type is considered to be similar to the sands found in the North Sea area. The research is mainly based on experimental laboratory testing, followed by computer assisted data interpretation. The mentioned tools are used in testing the sand properties in shallow depth and examining any occurrence of an effect induced by the limited size of the laboratory set-up
Obtaining high quality, representative samples of granular soil (gravel, sand and silt) is a challen...
A wide range of empirical correlations linking the Cone Penetration Test (CPT) endresistance qc and ...
Shallow penetrometers are devices that penetrate into and measure the properties of surficial offsho...
The Norwegian GeoTest Site project (NGTS) established five research sites in Norway in 2016. The sit...
A comprehensive field campaign was carried out on an aged, dense, over-consolidated sand in Cuxhaven...
The relative density is an important state parameter in the determination of engineering properties ...
Road design is a complex, time-consuming, and very responsible process. To develop a high-quality an...
The evaluation of rate effects on the flat dilatometer test (DMT) can best be developed with some kn...
The determination of in situ dilatancy in sands has been a difficult and elusive objective in site ...
The development of Marchetti's flat dilatometer, method of testing, changes of Marchetti's (1980,198...
The flat dilatometer test (DMT) has been increasingly used as a routine geotechnical site characteri...
A sand site at the harbour of Frederikshavn, where numerous cone penetration tests (CPT) have been c...
Sand soils are widely used for construction of Embankments, dykes and other retaining works both in ...
The Newcastle dilatometer (NDMT) is a distinct in-situ geotechnical investigation device developed a...
This paper describes a project-based cone penetration test (CPT) calibration on a carbonate sand fil...
Obtaining high quality, representative samples of granular soil (gravel, sand and silt) is a challen...
A wide range of empirical correlations linking the Cone Penetration Test (CPT) endresistance qc and ...
Shallow penetrometers are devices that penetrate into and measure the properties of surficial offsho...
The Norwegian GeoTest Site project (NGTS) established five research sites in Norway in 2016. The sit...
A comprehensive field campaign was carried out on an aged, dense, over-consolidated sand in Cuxhaven...
The relative density is an important state parameter in the determination of engineering properties ...
Road design is a complex, time-consuming, and very responsible process. To develop a high-quality an...
The evaluation of rate effects on the flat dilatometer test (DMT) can best be developed with some kn...
The determination of in situ dilatancy in sands has been a difficult and elusive objective in site ...
The development of Marchetti's flat dilatometer, method of testing, changes of Marchetti's (1980,198...
The flat dilatometer test (DMT) has been increasingly used as a routine geotechnical site characteri...
A sand site at the harbour of Frederikshavn, where numerous cone penetration tests (CPT) have been c...
Sand soils are widely used for construction of Embankments, dykes and other retaining works both in ...
The Newcastle dilatometer (NDMT) is a distinct in-situ geotechnical investigation device developed a...
This paper describes a project-based cone penetration test (CPT) calibration on a carbonate sand fil...
Obtaining high quality, representative samples of granular soil (gravel, sand and silt) is a challen...
A wide range of empirical correlations linking the Cone Penetration Test (CPT) endresistance qc and ...
Shallow penetrometers are devices that penetrate into and measure the properties of surficial offsho...