For several years, climate change in Luxembourg has increasingly resulted, among other things, in precipitation deficits, which causes damage linked to the phenomenon of shrinkage–swelling of clays, affecting both buildings and infrastructures. The south of Luxembourg, with its predominantly marly and clayey Triassic and Jurassic rocks, is particularly at risk. While the usual stabilisation methods are often used, such as underpinning or injecting under the foundations, they have several drawbacks. As an alternative, innovative rainwater reinjection methods have been tested by our office, with encouraging results, and could help to prevent the occurrence of damage to structures. At the same time, the establishment of a hazard map and the de...
The London Clay Formation is particularly susceptible to shrink–swell behaviour that has resulted in...
A new apparatus for the determination of shrinkage limit is described. Two versions have been produc...
It is the purpose of this Digest to direct attention to the slope stability problem as it relates to...
For several years, climate change in Luxembourg has increasingly resulted, among other things, in pr...
As a tendency in France, the well-known shrinkage-swelling phenomenon of clayey soils intensifies na...
A BGS cross-directorate team have developed a new 'GeoClimate' data product for future clay shrink-s...
In this chapter, the origin and remediation of an important sliding in the overconsolidated Boom Cla...
Swelling and shrinking soils are soils that can experience large changes in volume due to changes in...
Luxembourg is geologically divided into two parts: Oesling in the North and Gut-land in the Middle a...
In the past decades, the succession of several periods of drought caused damages on individual const...
Master's thesis in Industrial economicsQuick clay landslides have caused a large number of natural d...
Luxembourg is geologically divided into two parts: Oesling in the North and Gutland in the Middle an...
In the Netherlands, subsidence of peat and clay soils due to (artificial) lowering of the groundwate...
International audienceDikes and dams often include fine soil elements (clay and/or silt) that are se...
In Belgium the Boom Clay is a well known overconsolidated clay formation. This Tertiary clay, with t...
The London Clay Formation is particularly susceptible to shrink–swell behaviour that has resulted in...
A new apparatus for the determination of shrinkage limit is described. Two versions have been produc...
It is the purpose of this Digest to direct attention to the slope stability problem as it relates to...
For several years, climate change in Luxembourg has increasingly resulted, among other things, in pr...
As a tendency in France, the well-known shrinkage-swelling phenomenon of clayey soils intensifies na...
A BGS cross-directorate team have developed a new 'GeoClimate' data product for future clay shrink-s...
In this chapter, the origin and remediation of an important sliding in the overconsolidated Boom Cla...
Swelling and shrinking soils are soils that can experience large changes in volume due to changes in...
Luxembourg is geologically divided into two parts: Oesling in the North and Gut-land in the Middle a...
In the past decades, the succession of several periods of drought caused damages on individual const...
Master's thesis in Industrial economicsQuick clay landslides have caused a large number of natural d...
Luxembourg is geologically divided into two parts: Oesling in the North and Gutland in the Middle an...
In the Netherlands, subsidence of peat and clay soils due to (artificial) lowering of the groundwate...
International audienceDikes and dams often include fine soil elements (clay and/or silt) that are se...
In Belgium the Boom Clay is a well known overconsolidated clay formation. This Tertiary clay, with t...
The London Clay Formation is particularly susceptible to shrink–swell behaviour that has resulted in...
A new apparatus for the determination of shrinkage limit is described. Two versions have been produc...
It is the purpose of this Digest to direct attention to the slope stability problem as it relates to...