In western part of Sweden 80 km of a new motorway and a new high speed railway will be constructed on soft, high-plastic clay. In order to reduce the settlements and improve the stability conditions of the embankments, lime-cement columns will be used extensively, i.e. some 9 million linear metres of columns will be installed. Already during the feasibility studies, in year 2000, a large amount of test-columns were installed in order to study their geo mechanical properties (strength, stiffness, permeability). Furthermore 3 full-scale test embankments, founded on lime-cement columns not reaching firm bottom were constructed in year 2001. The test embankments were considered necessary due to lack of reliable design methods for estimating con...
This paper presents an extensive parametric study for geosynthetic-reinforced column-supported (GRCS...
This paper describes a case history of a deep cement mixed (DCM) column supported embankment. Field ...
A new model for calculation of settlements for an embankment on lime/cement stabilised clay is prese...
In western part of Sweden 80 km of a new motorway and a new high speed railway will be constructed o...
In a large expansion of the infrastructure in Western Sweden a divided highway and a double railroad...
At the Lampen site outside of Kalix, Sweden two embankments with heights 1,5m and 2m have been built...
Since the early 70's ground improvement by use of stabilizing agents such as lime and cement has bee...
Ground improvement using floating soil cement columns with shallow stabilization is an effective tec...
Embankment construction for infrastructure projects has increased considerably during the past few d...
The behaviour of a test embankment constructed on a soft clayey deposit in Saga, Japan, was simulate...
Purpose: This paper aims to investigate the behaviour of geosynthetic reinforced deep cement mixed (...
This paper describes a case history of a deep cement mixed (DCM) column–supported embankment that is...
Deep cement mixed columns are widely used to support highway embankments constructed on soft compres...
The international commitment to achieve carbon neutrality in the next few decades has oriented infra...
50 p.The lime column method developed in Sweden by Mr Kjeld Paus, has been used extensively in Swede...
This paper presents an extensive parametric study for geosynthetic-reinforced column-supported (GRCS...
This paper describes a case history of a deep cement mixed (DCM) column supported embankment. Field ...
A new model for calculation of settlements for an embankment on lime/cement stabilised clay is prese...
In western part of Sweden 80 km of a new motorway and a new high speed railway will be constructed o...
In a large expansion of the infrastructure in Western Sweden a divided highway and a double railroad...
At the Lampen site outside of Kalix, Sweden two embankments with heights 1,5m and 2m have been built...
Since the early 70's ground improvement by use of stabilizing agents such as lime and cement has bee...
Ground improvement using floating soil cement columns with shallow stabilization is an effective tec...
Embankment construction for infrastructure projects has increased considerably during the past few d...
The behaviour of a test embankment constructed on a soft clayey deposit in Saga, Japan, was simulate...
Purpose: This paper aims to investigate the behaviour of geosynthetic reinforced deep cement mixed (...
This paper describes a case history of a deep cement mixed (DCM) column–supported embankment that is...
Deep cement mixed columns are widely used to support highway embankments constructed on soft compres...
The international commitment to achieve carbon neutrality in the next few decades has oriented infra...
50 p.The lime column method developed in Sweden by Mr Kjeld Paus, has been used extensively in Swede...
This paper presents an extensive parametric study for geosynthetic-reinforced column-supported (GRCS...
This paper describes a case history of a deep cement mixed (DCM) column supported embankment. Field ...
A new model for calculation of settlements for an embankment on lime/cement stabilised clay is prese...