Add to ORKGConference paperThe Vibro Replacement technique is now frequently used as a means of improving the bearing capacity and settlement performance of soft cohesive soils. In this paper, a parametric study using the finite element method is presented which examines the influence of some key variables on the behaviour of small groups of stone columns supporting rigid footings. There is great potential to use the finite element method in an applied sense, as analytical approaches have many shortcomings and high quality field data is scarce.non-peer-reviewe
AbstractThe settlement behaviour of small loaded areas (such as pad and strip footings) on soft soil...
Some normally consolidated soft soils manifest strength sensitivity, ie these soil manifest strain s...
Abstract — Stone columns have been used as an effective technique for improving the engineering beha...
Soft cohesive soils containing much silt or clay content with low bearing capacity are not suitable ...
Soil improvement using vibro stone column techniques consists of two main parts: (1) the installed l...
Research on the group action of stone columns points out that the behaviour of an isolated single co...
Great areas all over the world with underlying deep deposits of soft clay have increased the pressur...
Vibro stone columns, installed using the vibro replacement technique, are a cost effective form of g...
This paper investigates the performance of stone columns in soft clay. Finite element analyses were ...
This study used a finite element analysis approach employing Plaxis 3D to analyze the stress concent...
This study investigated the behavior of improved soft soils through the vibro replacement technique ...
ABSTRACT: In recent years stone columns have been increasingly used for improvement of soft soils to...
iii Soft clays usually exist in many coastal areas and they reveal high compressibility and poor str...
The existing soils in the nature that is used for construction cannot necessarily bear the loadings ...
Numerous approaches exist for the prediction of the settlement improvement offered by the vibro-repl...
AbstractThe settlement behaviour of small loaded areas (such as pad and strip footings) on soft soil...
Some normally consolidated soft soils manifest strength sensitivity, ie these soil manifest strain s...
Abstract — Stone columns have been used as an effective technique for improving the engineering beha...
Soft cohesive soils containing much silt or clay content with low bearing capacity are not suitable ...
Soil improvement using vibro stone column techniques consists of two main parts: (1) the installed l...
Research on the group action of stone columns points out that the behaviour of an isolated single co...
Great areas all over the world with underlying deep deposits of soft clay have increased the pressur...
Vibro stone columns, installed using the vibro replacement technique, are a cost effective form of g...
This paper investigates the performance of stone columns in soft clay. Finite element analyses were ...
This study used a finite element analysis approach employing Plaxis 3D to analyze the stress concent...
This study investigated the behavior of improved soft soils through the vibro replacement technique ...
ABSTRACT: In recent years stone columns have been increasingly used for improvement of soft soils to...
iii Soft clays usually exist in many coastal areas and they reveal high compressibility and poor str...
The existing soils in the nature that is used for construction cannot necessarily bear the loadings ...
Numerous approaches exist for the prediction of the settlement improvement offered by the vibro-repl...
AbstractThe settlement behaviour of small loaded areas (such as pad and strip footings) on soft soil...
Some normally consolidated soft soils manifest strength sensitivity, ie these soil manifest strain s...
Abstract — Stone columns have been used as an effective technique for improving the engineering beha...