The paper presents the results of a recent study on the application of CPTU on soft sensitive Finnish clays. An extensive field and laboratory investigation program was carried out, including 9 test sites of which 5 were studied in more detail. In each of the test sites, a minimum of 4 CPTU soundings, 2-3 field vane test with a new type of down hole vane, sampling with a newly developed large diameter tube sampler and an extensive laboratory investigation program were carried out. Transformation models were developed to estimate the undrained shear strength, preconsolidation stress, and constrained modulus for the over consolidated region. In addition, new information about anisotropy of Finnish clays were obtained. In general, the CPTU tes...
The determination of reliable geotechnical parameters from laboratory testing is highly dependent on...
The determination of a design soil property may include multiple sources of uncertainty. One of the ...
The Cambridge self-boring pressuremeter and the Norwegian Geotechnical Institute field vane apparatu...
The paper presents the results of a recent study on the application of CPTU on soft sensitive Finnis...
Understanding the behavior of soft sensitive clays is a key aspect of geotechnical design, especiall...
The Tampere University of Technology has been carrying out an extensive research program on soil tes...
The design of structures and infrastructures in soft soil areas represents an important challenge in...
Soft and sensitive clays are widespread in Scandinavia. Piezocone correlations for Norwegian clays h...
Over the past decades, the piezocone testing has been increasingly adopted for field investigation a...
An extensive research program for soil testing has been conducted on five soft clay deposits located...
The clay in Scania is generally over consolidated. When the soil is evaluated by using CPTU, it is e...
Using two sets of analytical solutions for CPTU in clays, a suite of theoretically-consistent geopar...
A well-established analytical model based on spherical cavity expansion and critical state soil mech...
Using cone penetrometers from different manufacturers may yield different results even if the equipm...
The determination of reliable geotechnical parameters from laboratory testing is highly dependent on...
The determination of a design soil property may include multiple sources of uncertainty. One of the ...
The Cambridge self-boring pressuremeter and the Norwegian Geotechnical Institute field vane apparatu...
The paper presents the results of a recent study on the application of CPTU on soft sensitive Finnis...
Understanding the behavior of soft sensitive clays is a key aspect of geotechnical design, especiall...
The Tampere University of Technology has been carrying out an extensive research program on soil tes...
The design of structures and infrastructures in soft soil areas represents an important challenge in...
Soft and sensitive clays are widespread in Scandinavia. Piezocone correlations for Norwegian clays h...
Over the past decades, the piezocone testing has been increasingly adopted for field investigation a...
An extensive research program for soil testing has been conducted on five soft clay deposits located...
The clay in Scania is generally over consolidated. When the soil is evaluated by using CPTU, it is e...
Using two sets of analytical solutions for CPTU in clays, a suite of theoretically-consistent geopar...
A well-established analytical model based on spherical cavity expansion and critical state soil mech...
Using cone penetrometers from different manufacturers may yield different results even if the equipm...
The determination of reliable geotechnical parameters from laboratory testing is highly dependent on...
The determination of a design soil property may include multiple sources of uncertainty. One of the ...
The Cambridge self-boring pressuremeter and the Norwegian Geotechnical Institute field vane apparatu...