Granular columns are frequently used in soft soils to increase the bearing capacity of soft soils, to reduce the settlement, and to accelerate the consolidation. The soil-column interaction depends on several parameters, such as the stiffness of the column material and of the soft soil, loading rate, area ratio and the drainage conditions for both column and soft soil. The main purpose of this study was to investigate the effect of the area ratio and the drainage conditions on the behavior of soft soil reinforced by granular columns.Master of Engineerin
The procedure of granular column installation impacts soil properties such as stress state, stiffnes...
Stone columns are frequently employed to improve the bearing capacity of soft soils, to reduce settl...
The fine grained soils such as soft clays, loose silts and most organic soils are characterized by l...
Soft clays are problematic soils as they present high compressibility and low shear strength. There ...
The compacted granular column method is a technically viable and cost-effective procedure to improve...
This thesis reports the findings of laboratory based investigations into the settlement behaviour of...
The use of finite element analysis has become widespread in geotechnical practice as means of optimi...
The bearing capacity of foundations on soft clays under undrained conditions has been computed with ...
This paper investigates the performance of stone columns in soft clay. Finite element analyses were ...
Abstract — Stone columns have been used as an effective technique for improving the engineering beha...
Improvement on soft clay by the installation of stone column is one of the most popular methods foll...
Soft clay deposits cause many problems due to low bearing capacity and high deformation. This paper ...
Final published versionIn very soft soils, the use of granular columns can be restricted due to the ...
This paper reports an experimental study in which samples of soft kaolin clay (100 mm in diameter an...
Deep soil mixing is one of the improvement methods in geotechnical engineering which is widely used ...
The procedure of granular column installation impacts soil properties such as stress state, stiffnes...
Stone columns are frequently employed to improve the bearing capacity of soft soils, to reduce settl...
The fine grained soils such as soft clays, loose silts and most organic soils are characterized by l...
Soft clays are problematic soils as they present high compressibility and low shear strength. There ...
The compacted granular column method is a technically viable and cost-effective procedure to improve...
This thesis reports the findings of laboratory based investigations into the settlement behaviour of...
The use of finite element analysis has become widespread in geotechnical practice as means of optimi...
The bearing capacity of foundations on soft clays under undrained conditions has been computed with ...
This paper investigates the performance of stone columns in soft clay. Finite element analyses were ...
Abstract — Stone columns have been used as an effective technique for improving the engineering beha...
Improvement on soft clay by the installation of stone column is one of the most popular methods foll...
Soft clay deposits cause many problems due to low bearing capacity and high deformation. This paper ...
Final published versionIn very soft soils, the use of granular columns can be restricted due to the ...
This paper reports an experimental study in which samples of soft kaolin clay (100 mm in diameter an...
Deep soil mixing is one of the improvement methods in geotechnical engineering which is widely used ...
The procedure of granular column installation impacts soil properties such as stress state, stiffnes...
Stone columns are frequently employed to improve the bearing capacity of soft soils, to reduce settl...
The fine grained soils such as soft clays, loose silts and most organic soils are characterized by l...