The ground can be improved by adapting certain ground
improvement techniques. Vibro-compaction increases the density of the soil by
using powerful depth vibrators. Vacuum consolidation is used for improving soft
soils by using a vacuum pump. Preloading method is used to remove pore water
over time. Heating is used to form a crystalline or glass product by electric
current. Ground freezing converts pore water to ice to increase their combined
strength and make them impervious. Vibro replacement stone columns improve the
bearing capacity of soil whereas
Vibro displacement method displaces the soil.
Electro osmosis makes water flow through fine grained soils. Electro kinetic
stabilization is the application of electro osmosis. Reinforced soil steel is
used for retaining structures, sloping walls, dams etc.. seismic loading is
suited for construction in seismically active regions. Mechanically stabilized
earth structures create a reinforced soil mass. The geo methods like
Geosynthesis, Geogrid etc.. are discussed. Soil nailing increases the shear
strength of the in-situ soil and restrains its displacement. Micro pile gives
the structural support and used for repair/replacement of existing foundations.
Grouting is injection of pumpable materials to increase its rigidity. The jet
grouting is quite advanced in speed as well as techniques when compared with
the general grouting.
Rapid urban and industrial growth demands more land for
further development. In order to meet this demand land reclamation and
utilization of unsuitable and environmentally affected lands have been taken
up. These, hitherto useless lands for construction have been converted to be
useful ones by adopting one or more ground improvement techniques. The field of
ground improvement techniques has been recognized as an important and rapidly
expanding one.
Vibro-Compaction:
Vibro-compaction, sometimes referred to as Vibrofloation, is
the rearrangement of soil particles into a denser configuration by the use of
powerful depth vibration .Vibrocompaction is a ground improvement process for
densifying loose sands to create stable foundation soils. The principle behind
vibrocompaction is simple. The combined action of vibration and water
saturation by jetting rearranges loose sand grains into a more compact
state.
Vibrocompaction is performed with specially-designed vibrating
probes. Both horizontal and vertical modes of vibration have been used in the
past. The vibrators used by TerraSystems consist of torpedo-shaped probes 12 to
16 inches in diameter which vibrates at frequencies typically in the range of
30 to 50 Hz. The probe is first inserted into the ground by both jetting and
vibration. After the probe reaches the required depth of compaction, granular
material, usually sand, is added from the ground surface to fill the void space
created by the vibrator. A compacted radial zone of granular material is
created
Vacuum Consolidation:
Vacuum Consolidation is an effective means for
improvement of saturated soft soils. The soil site is covered with an airtight
membrane and vacuum is created underneath it by using dual venture and vacuum
pump. The technology can provide an equivalent pre-loading of about 4.5m high
conventional surcharge fill. Vacuum-assisted consolidation preloads the soil by
reducing the pore pressure while maintaining a constant total stress.
• Replace standard pre - loading techniques eliminating the risk of failure.
• Combine with a water pre-loading in scare fill area.
The method is used to build large developments on thick compressible soil.
Preloading:
Preloading has been used for many years without change in
the method or application to improve soil properties.
Preloading or
pre-compression is the process of placing additional vertical stress on a
compressible soil to remove pore water over time. The pore water dissipation
reduces the total volume causing settlement.Surcharging is an economical method for ground improvement. However, the
consolidation of the soils is time dependent, delaying construction projects
making it a non-feasible alternative.
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