Smectite clays, due to their barrier properties and swelling ability, are often applied for waterproofing purposes. A proper value of swelling pressure is one of the parameters, which must be met by the fillers used in hybrid waterproofing materials. The authors determined the swelling pressure of selected clay raw materials in their natural state and after chemical modification. This parameter was measured by the Komine method, as this procedure is more accurate than the standard edometric method. The authors introduced some changes in the method. The samples represent Krakowiec clays (Miocene) and a Triassic clay, collected in active pits of building clays, which are widely exploited in south Poland. The content of the smectite group mine...
Relevance. Water is the most important component of soils, as it influences the main geological proc...
Swelling capacity of smectite was studied over decades regarding its application as barrier in dispo...
Studies of the volume change behaviour of saturated and unsaturated fine-grained soils upon exposure...
The paper presents the results of swell index, swelling pressure and soil suction tests carried out ...
Determination of the swelling pressure of montmorillonitic clays is required in many situations conc...
MX80 bentonite/Callovo-Oxfordian (COx) claystone mixture has been proposed as a sealing/backfilling ...
The compacted bentonites are used as buffer and backfill materials for engineering barriers for high...
This paper reports experimental results relative to volume changes caused by exposure of clay soils...
There are some factors which have an important influence on the swelling characteristics of claybear...
International audienceCompacted MX80 bentonite/Callovo-Oxfordian (COx) claystone mixture has been co...
Bentonite clay has attracted considerable attention as isolating material for safe disposal of high-...
The shrinking and swelling is a very common phenomenon in the world, mainly in arid and semiarid are...
An experimental technique for studying the swelling of clay under constraint and some preliminary re...
The purpose of this review was to present clay–cement suspensions that are mainly used in the constr...
This paper analyses the influence of mineral composition, pore fluid composition and stress state on...
Relevance. Water is the most important component of soils, as it influences the main geological proc...
Swelling capacity of smectite was studied over decades regarding its application as barrier in dispo...
Studies of the volume change behaviour of saturated and unsaturated fine-grained soils upon exposure...
The paper presents the results of swell index, swelling pressure and soil suction tests carried out ...
Determination of the swelling pressure of montmorillonitic clays is required in many situations conc...
MX80 bentonite/Callovo-Oxfordian (COx) claystone mixture has been proposed as a sealing/backfilling ...
The compacted bentonites are used as buffer and backfill materials for engineering barriers for high...
This paper reports experimental results relative to volume changes caused by exposure of clay soils...
There are some factors which have an important influence on the swelling characteristics of claybear...
International audienceCompacted MX80 bentonite/Callovo-Oxfordian (COx) claystone mixture has been co...
Bentonite clay has attracted considerable attention as isolating material for safe disposal of high-...
The shrinking and swelling is a very common phenomenon in the world, mainly in arid and semiarid are...
An experimental technique for studying the swelling of clay under constraint and some preliminary re...
The purpose of this review was to present clay–cement suspensions that are mainly used in the constr...
This paper analyses the influence of mineral composition, pore fluid composition and stress state on...
Relevance. Water is the most important component of soils, as it influences the main geological proc...
Swelling capacity of smectite was studied over decades regarding its application as barrier in dispo...
Studies of the volume change behaviour of saturated and unsaturated fine-grained soils upon exposure...