This dataset contains the laboratory test results used in a paper titled “Inherent variability of geotechnical properties for Finnish clay soils” presented in 18th International Probabilistic Workshop (Löfman and Korkiala-Tanttu, 2021b). The data originates from four clay soil deposits located in Finland: Haarajoki, Suurpelto, Tolsa, and POKO. This dataset was used to derive statistics for inherent variability of geotechnical properties within nominally homogeneous soil layers. The types of laboratory tests include: Classification tests like water content determination, density, grain size Undrained shear strengths from Swedish fall cone test Incrementally loaded and constant-rate-of strain oedometer tests Two dataset files are prov...
Understanding the behavior of soft sensitive clays is a key aspect of geotechnical design, especiall...
A clay site at the harbour of Aarhus, where numerous cone penetration tests have been conducted, is ...
The thesis deals with the undrained shear strength (su) of Finnish clays. The research study focuses...
The compression index obtained from an oedometer test is often used to estimate the settlements of c...
The design of structures and infrastructures in soft soil areas represents an important challenge in...
The Tampere University of Technology has been carrying out an extensive research program on soil tes...
The determination of a design soil property may include multiple sources of uncertainty. One of the ...
Geotechnical design in clay areas in Norway is mainly based on piezocone (CPTU) tests results. Stren...
An extensive research program for soil testing has been conducted on five soft clay deposits located...
Soft and sensitive clays are widespread in Scandinavia. Piezocone correlations for Norwegian clays h...
The study focuses on the derivation of transformation models for undrained shear strength (su) of Fi...
This thesis builds on the work of Dr. Radek Suchomel (2011), which dealt with the use of probabilsti...
A full geotechnical risk analysis includes site investigation, model simplification and analysis. Th...
Most geotechnical design projects are characterized by soil data scarcity, which can be tackled by m...
Quick clay is characterised by complete collapse and liquid-like mobility when overloaded. Quick cla...
Understanding the behavior of soft sensitive clays is a key aspect of geotechnical design, especiall...
A clay site at the harbour of Aarhus, where numerous cone penetration tests have been conducted, is ...
The thesis deals with the undrained shear strength (su) of Finnish clays. The research study focuses...
The compression index obtained from an oedometer test is often used to estimate the settlements of c...
The design of structures and infrastructures in soft soil areas represents an important challenge in...
The Tampere University of Technology has been carrying out an extensive research program on soil tes...
The determination of a design soil property may include multiple sources of uncertainty. One of the ...
Geotechnical design in clay areas in Norway is mainly based on piezocone (CPTU) tests results. Stren...
An extensive research program for soil testing has been conducted on five soft clay deposits located...
Soft and sensitive clays are widespread in Scandinavia. Piezocone correlations for Norwegian clays h...
The study focuses on the derivation of transformation models for undrained shear strength (su) of Fi...
This thesis builds on the work of Dr. Radek Suchomel (2011), which dealt with the use of probabilsti...
A full geotechnical risk analysis includes site investigation, model simplification and analysis. Th...
Most geotechnical design projects are characterized by soil data scarcity, which can be tackled by m...
Quick clay is characterised by complete collapse and liquid-like mobility when overloaded. Quick cla...
Understanding the behavior of soft sensitive clays is a key aspect of geotechnical design, especiall...
A clay site at the harbour of Aarhus, where numerous cone penetration tests have been conducted, is ...
The thesis deals with the undrained shear strength (su) of Finnish clays. The research study focuses...