Add to ORKGThe goal of this report is to provide recommendations for the methods that should be used in investigations in silts, the special precautious that should be observed when using the methods and the way in which the results should be interpreted. The report also contains recommendations for the way in which bearing capacity and settlements for shallow foundations should be calculated in this type of soil
Silty soils are a common occurrence and can exhibit low strengths, and minimal bearing capacity, ca...
The thesis includes details of research carried out on various aspects, of the behavior of soils: ra...
Variable rate of penetration over 1.2 to 1.5 m intervals were carried out in a natural clayey silt f...
The goal of this report is to provide recommendations for the methods that should be used in investi...
The goal of the report is to recommend suitable methods for investigating clay tills, the special pr...
Guidance is provided for geotechnical engineers designing civil engineering works in silty soils ba...
Well-explored methods for the interpretation of CPTU and laboratory tests for clay and sand material...
AbstractA procedure to estimate the liquefaction resistance of soils by means of Swedish weight soun...
AbstractIn Swedish practice, there is a long tradition of evaluating undrained shear strength from f...
Vertical load tests were performed on two shallow spread footings founded on nonplastic silt. Maximu...
Guidance is provided for geotechnical engineers designing civil engineering works in silty soils. A...
Every day, geotechnical engineers have to deal with groundwater problems. In order to find suitable ...
The objective of this study was to evaluate the effect of wheeling with two different wheel loads (1...
The design of shallow foundations requires defining clearly and objectively to the soil under study,...
The article concentrates on the identification of geotechnical parameters of alluvial soil represent...
Silty soils are a common occurrence and can exhibit low strengths, and minimal bearing capacity, ca...
The thesis includes details of research carried out on various aspects, of the behavior of soils: ra...
Variable rate of penetration over 1.2 to 1.5 m intervals were carried out in a natural clayey silt f...
The goal of this report is to provide recommendations for the methods that should be used in investi...
The goal of the report is to recommend suitable methods for investigating clay tills, the special pr...
Guidance is provided for geotechnical engineers designing civil engineering works in silty soils ba...
Well-explored methods for the interpretation of CPTU and laboratory tests for clay and sand material...
AbstractA procedure to estimate the liquefaction resistance of soils by means of Swedish weight soun...
AbstractIn Swedish practice, there is a long tradition of evaluating undrained shear strength from f...
Vertical load tests were performed on two shallow spread footings founded on nonplastic silt. Maximu...
Guidance is provided for geotechnical engineers designing civil engineering works in silty soils. A...
Every day, geotechnical engineers have to deal with groundwater problems. In order to find suitable ...
The objective of this study was to evaluate the effect of wheeling with two different wheel loads (1...
The design of shallow foundations requires defining clearly and objectively to the soil under study,...
The article concentrates on the identification of geotechnical parameters of alluvial soil represent...
Silty soils are a common occurrence and can exhibit low strengths, and minimal bearing capacity, ca...
The thesis includes details of research carried out on various aspects, of the behavior of soils: ra...
Variable rate of penetration over 1.2 to 1.5 m intervals were carried out in a natural clayey silt f...