Vibroflotation: A Ground Improvement Technique

This presentation discusses vibroflotation, a technique used to enhance the strength of soil and capacity of bearing of the ground surface. It covers the process, quality control, factors affecting quality, advantages, and literature review. Vibroflotation is a vibro-replacement mechanism that combines the backfilling of gravel and vibroflotation to produce columns of stone. The presentation also discusses the need for vibroflotation and its advantages, such as reducing foundation settlement and preventing natural disasters like earthquakes.

Ground Improvement
Tehnique: Vibroflotation

Introduction
• Loose soil in the ground surfaces is a very common
problem in the construction industries.
• This problem of loose soil required immediate
solution which can be achieved by vibroflotation.
• Vibroflotation can be defined as a technique to
enhance the strength of the soil and capacity of
bearing of the ground surface with the help of
vibration and spouting of the water.
• It is used at the depth of the ground surface where
the soil is loose.

Introduction
• Vibroflotation sometimes also called as vibrocompaction in
general, but there exists a difference between two.
• Vibroflotation is one kind of vibrocompaction technique, in
vibroflotation a device called as vibroflot is used which
moves horizontally for settling of the loose soil.
• Second kind of vibrocompaction technique is a device
names as vibrating plate is used which moves vertically for
settling of the loose soil.
• It is a vibro-replacement mechanism combining the
backfilling of gravel and vibroflotation to produce the
columns of the stone.

Vibroflotation process
• Strategy behind process is that it is very straightforward and
depends on reality inter-granular powers of cohesion-less soils
and vibration impacts.
• Reworking of soil grains obtain a compactness under the effect of
gravity, which is maximum.
• Figure 1 demonstrates a misrepresented instance of the impacts
of Vibrocompaction on soil particles.
• It was found at an early stage, that shear disappointments were
probably not going to happen with ordinary establishment
loadings on free granular soils.
• Vibro-compaction use can be thought of as a pre-stack, for
hardware establishments.

Vibroflotation process

Quality control during the process
During the procedure, guarantee that the method is
working proficiently and viably with the goal that low soil
densities are not found after fruition of the site change.
In the same way as other development exercises, quality
control is critical amid development.
A few perspectives can be checked amid execution,
including infiltration profundity, entrance rate,
withdrawal rate, legitimate test area, volume of included
inlay, refill degree, ammeter or water powered weight
crest, and vibroflot working recurrence.

Factors affecting the vibroflotation quality
• Size of the equipment
• Quality of the equipment
• Soil type
• Technique of the vibroflot withdrawal
• Type of backfill material
• Skill of the employ

Why there is need of vibroflotation?
• Increment in the population, construction and
industrialisation is resulting in the development in the
areas where quality and strength of the soil is poor,
which needs to be upgraded.
• Due to the environment effect features of the quality
soils are getting degraded regularly.
• To enhance the strength and decrease the
compressibility vibroflotation is conducted before
starting of any construction, this increases the life and
bearing capacity of the building structures.

Advantages of vibroflotation
• Reduction in the foundation settlement
• Arrange for slope steadiness
• Prevention of natural disasters like earthquake
• Reducing the potential of liquefaction

Literature review
• Numerical modelling on vibroflotation soil improvement techniques using a densification
constitutive law is conducted. They utilized finite element modelling to analyse soil
improvements using vibroflotation. They developed a mean densification function for
each and every spatial point. They also optimize the distance between the vibration
points (Querol, Peco & Trujillo 2014).
• A simplified homogenization method in stone column design is conducted by establishing
the equivalent material properties. They proposed an effective way of predicting the
performance of stone column, and are termed as equivalent column method. Their model
provides permeability and stiffness. Model developed by them is simpler to the other
models available in the literature as it accurately predicts the consolidation time (Ng &
Tan 2015).
• Evaluation of the ability to control biological precipitation to improve sandy soils is
conducted. They utilized microbiologically induced calcite precipitation technique for soil
improvements. They targeted their study towards finding the time and location when
calcium carbonate sediments are biologically formed. Model developed by them works
very well and can be used in different applications like control of soil erosion, mitigation of
liquefaction and pollution immobilization (Kalantary & Kahani 2015).

Literature review
• Experimental study of remediation measures of anchored sheet pile quay
walls using soil compaction is conducted. They analysed the effectiveness
of soil improvements near to embedded regions using recorded dynamic
responses. They found front densification increases tensile force and
limited seaward displacement (Zekri et al 2015)
• Experimental research of spatial variation of compaction effect on
vibratory probe compaction method for ground improvement is
conducted. They conducted field pilot test for analysing the spatial
variation of the compaction. (Cheng et al, 2017).
• Ground improvement with the help of rapid impact compaction (RIC),
vibroflotation with stone columns and dynamic cone penetration is
conducted. In their study the studied various ground improvements
techniques and selected rapid impact compaction as per the requirements
of the place of the application. (Kristiansen & Davies 2004)

• Study of different ground improvement techniques have been
studied in details.
• Different techniques which help in increasing the soil strength and
decreasing the compressibility are also studied in details.
• There are wide varieties of methods and techniques which can
help in increasing the soil strength.
• Rapid impact compaction is a very great method which increases
the strength of the soil by great amount which further helps in
increasing the strength of the building or structures.
• Vibroflotation is a very good technique which automatically
increases the soil quality after the utilization of the vibroflot which
increases the strength at the point where necessary.
Conclusions

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