Quick clay has been involved in most serious, large clay slides in Sweden, Norway, and Canada. This paper describes geotechnical and geophysical methods that can be used to locate and map the extent of quick clay formations. Surface resistivity measurements and four different sounding methods have been tested. The results have been compared with sensitivities determined using fall-cone tests. The investigation shows that there is a correlation between sensitivity and electrical resistivity, which can be used to discriminate between marine clays that have been leached sufficiently to possibly form quick clay and those for which the salt content remains sufficiently high to prevent this. Although the most reliable evaluation of the variation ...
Numerous quick clay identification methods are reported to locate the quick clay layer from CPTu, ro...
Resistivity measurements as a geophysical method have become increasingly popular as a supplement to...
Purpose: One of the major soil problems that the construction industry may face is the presence of a...
Quick clay has a major impact on landslide risk and it is therefore of considerable interest to map ...
Marine clay deposits in coastal, post-submarine areas of Scandinavia and North America may be subjec...
Quick clay is characterised by complete collapse and liquid-like mobility when overloaded. Quick cla...
Sensitive and quick clays are typically found in Norway, Sweden and Canada, and are characterized by...
For a long time, the predominant method for detection of quick clay in Sweden has been to take undis...
Sensitive and quick clays are typically found in Norway, Sweden and Canada, and are characterised by...
Adding resistivity measurements to classical cone penetration tests (CPTU) provides further informat...
In geotechnical engineering in Norway, Sweden and Canada the presence of sensitive and/or quick clay...
Within clay prone areas it is important to know if and to what extent quick clay is present. In Swed...
Within clay prone areas it is important to know if and to what extent quick clay is present. In Swed...
Quick clay is a known hazard in formerly-glaciated coastal areas in e.g., Scandinavia and Canada, an...
Quick clay is characterised by complete collapse and liquid-like mobility when overloaded. Quick cla...
Numerous quick clay identification methods are reported to locate the quick clay layer from CPTu, ro...
Resistivity measurements as a geophysical method have become increasingly popular as a supplement to...
Purpose: One of the major soil problems that the construction industry may face is the presence of a...
Quick clay has a major impact on landslide risk and it is therefore of considerable interest to map ...
Marine clay deposits in coastal, post-submarine areas of Scandinavia and North America may be subjec...
Quick clay is characterised by complete collapse and liquid-like mobility when overloaded. Quick cla...
Sensitive and quick clays are typically found in Norway, Sweden and Canada, and are characterized by...
For a long time, the predominant method for detection of quick clay in Sweden has been to take undis...
Sensitive and quick clays are typically found in Norway, Sweden and Canada, and are characterised by...
Adding resistivity measurements to classical cone penetration tests (CPTU) provides further informat...
In geotechnical engineering in Norway, Sweden and Canada the presence of sensitive and/or quick clay...
Within clay prone areas it is important to know if and to what extent quick clay is present. In Swed...
Within clay prone areas it is important to know if and to what extent quick clay is present. In Swed...
Quick clay is a known hazard in formerly-glaciated coastal areas in e.g., Scandinavia and Canada, an...
Quick clay is characterised by complete collapse and liquid-like mobility when overloaded. Quick cla...
Numerous quick clay identification methods are reported to locate the quick clay layer from CPTu, ro...
Resistivity measurements as a geophysical method have become increasingly popular as a supplement to...
Purpose: One of the major soil problems that the construction industry may face is the presence of a...