@book{8efa6136ecee47778e42dad3018c412c,
title = "Field Cone Penetration Tests with Various Penetration Rates - Test Results",
abstract = "The test site is located at Nordre Ringgade near the town called Dronninglund in the northern Jutland in Denmark. The site area is relatively flat, and was chosen because it has a size of approximately 3 ha and contains a relatively thick deposit of silty soils. Furthermore the groundwater was encountered at approximately 0.2-0.6 m below the ground level. The soil stratigraphy of the test site was before test start identified by geotechnical borings results. The geotechnical borings indicated that the site contains of sandy silt with clay stripes from approx. 4.0 to 10 m. In the top the silty soil is very sandy with few clay stripes, and gradually the clay stripes increases wherefore the soil from approx. 10 m contains of clay with sandy silt stripes. Large soil sample was also collected from the test site in order to determine basic soil properties in the laboratory.",
keywords = "CPT, Cone, Test Setup, Penetration Rates, Soil, Cone Penetration, Test Setup, Cone Penetration, Soil, Penetration rates, Cone, CPT",
author = "Rikke Poulsen and Nielsen, {Benjaminn Nordahl} and Ibsen, {Lars Bo}",
year = "2011",
language = "English",
series = "DCE Technical reports",
publisher = "Department of Civil Engineering, Aalborg University",
number = "123",
address = "Denmark",
}