This article analyzes the application of dynamic compaction, vibroflotation and vibroreplacement (stone columns) to liquefaction prevention. The ground types to which they can be applied, the depths that can be reached and the degree of improvement that can be obtained are all studied. Finally, and on the basis of the above, basic guidelines are given for the design of ground improvement with these techniques and for the aforementioned purpose
There is evidence of great increase of pore pressures in saturated sand soils during cyclic loading ...
Result of liquefiable soil treated with vibroflotation is recommended in this paper through the trea...
The Sand Compaction Pile (SCP) method is the most useful countermeasure against liquefaction in Japa...
With the rapid pace of industrialization, structures are being designed and constructed in the flood...
Vibroflotation method has been used to improve sandy soils, especially to eliminate soil liquefactio...
Liquefaction is one of the primary causes of lateral spreading, failures of bridge foundations, emba...
For moderately loaded structures founded on liquefiable soils, spread footings on improved ground ca...
Ground displacements resulting from earthquake-induced soil liquefaction and dynamic densification c...
The Subsoils underneath a tank were improved by dynamic consolidation to density levels required to ...
Soil liquefaction continues to be a major source of damage to buildings and infrastructure after maj...
Soil liquefaction is one of the most important and complex phenomena of soil dynamics. It is a loss ...
This paper presents some experience gathered during the implementation of soil improvement in foundi...
The reduction of soil susceptibility to earthquake induced liquefaction is now considered a crucial ...
In this study, shaking table tests, upper seepage flow tests and numerical analyses were conducted t...
Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most common...
There is evidence of great increase of pore pressures in saturated sand soils during cyclic loading ...
Result of liquefiable soil treated with vibroflotation is recommended in this paper through the trea...
The Sand Compaction Pile (SCP) method is the most useful countermeasure against liquefaction in Japa...
With the rapid pace of industrialization, structures are being designed and constructed in the flood...
Vibroflotation method has been used to improve sandy soils, especially to eliminate soil liquefactio...
Liquefaction is one of the primary causes of lateral spreading, failures of bridge foundations, emba...
For moderately loaded structures founded on liquefiable soils, spread footings on improved ground ca...
Ground displacements resulting from earthquake-induced soil liquefaction and dynamic densification c...
The Subsoils underneath a tank were improved by dynamic consolidation to density levels required to ...
Soil liquefaction continues to be a major source of damage to buildings and infrastructure after maj...
Soil liquefaction is one of the most important and complex phenomena of soil dynamics. It is a loss ...
This paper presents some experience gathered during the implementation of soil improvement in foundi...
The reduction of soil susceptibility to earthquake induced liquefaction is now considered a crucial ...
In this study, shaking table tests, upper seepage flow tests and numerical analyses were conducted t...
Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most common...
There is evidence of great increase of pore pressures in saturated sand soils during cyclic loading ...
Result of liquefiable soil treated with vibroflotation is recommended in this paper through the trea...
The Sand Compaction Pile (SCP) method is the most useful countermeasure against liquefaction in Japa...