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Friday, January 17, 2020

Ground Improvement Techniques


Purpose of ground improvement

Ground-improvement methods are those that are capable of improving certain characteristics (e.g. increase in bearing capacity, reduction in total as well as differential settlement, reduction in permeability, slope stability, prevention of soil erosion caused by piping and seepage, reduction of uplift pressure, decrease in liquefaction potential of soil, reduction of swelling and cracking of soils, identification of suitability of site to facilitate construction works, etc.) of poor ground for civil engineering constructions and various infrastructure developments. So a ground improvement method or technique is required to alter the state, nature, or mass behaviour of ground materials in a controlled manner in order to achieve an expected and satisfactory response to existing or projected environmental and engineering actions.
There are alternate options to ground improvement as well. These are
a.
to remove and replace the soil mass with another type of soils or other geomaterials of suitable quality for the construction work
b.
to bypass the poor soil with the help of a suitable technique like pile foundation
c.
to alter the design (height and configuration) of structures to overcome the ground limitations
d.
to change the construction site and look for a new one.
However, due to the scarcity of land in present conditions, heavy loading structures, competitive design, the need for speedy construction, and various political and economic issues, a ground-improvement technique may be the only feasible option for civil engineering constructions. 

The selection of ground-improvement techniques depends upon various factors like the cost and time available to complete the project, reasons for improving the ground, extent and depth of ground to be treated, geotechnical properties of the existing in situ soils/rocks, accessibility to the project site, availability of materials, equipments and manpower required to improve the ground, environmental factors, local experience, and preference of contractors and engineers.
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.
Electrokinetic 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 Geosynthetics, Geogrid etc. are discussed. Soil nailing increases the shear strength of the in-situ soil and restrains its displacement. Micropile gives the structural support and used for repair/replacement of existing foundations.
Grouting is the 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.
Ground Improvement Techniques
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.

Latest Ground Improvement Techniques

Following are the recent methods of ground improvement Techniques used for stabilization of soil:
  • Vibro Compaction
  • Vacuum Consolidation
  • Preloading of soil
  • Soil stabilization by heating or vitrification
  • Ground freezing
  • Vibro-replacement stone columns
  • Mechanically stabilized earth structures
  • Soil nailing
  • Micro-piles
  • Grouting

Vibro-Compaction Method of Ground Improvement

Vibro-Compaction Method
Vibro-compaction sometimes referred to as Vibroflotation, is the rearrangement of soil particles into a denser configuration by the use of powerful depth vibration. Vibro Compaction is a ground improvement process for densifying loose sands to create stable foundation soils.
The principle behind Vibro compaction is simple. The combined action of vibration and water saturation by jetting rearranges loose sand grains into a more compact state.  Vibro Compaction is performed with specially-designed vibrating probes. Both horizontal and vertical modes of vibration have been used in the past.
The vibrators used by Terra Systems 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

Advantages of Vibro Compaction Method:

  • Reduction of foundation settlements.
  • Reduction of risk of liquefaction due to seismic activity.
  • Permit construction on granular fills.

Vacuum Consolidation of Soil for Ground Improvement

Vacuum Consolidation of Soil for Ground Improvement
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 constant total stress.

Applications of Vacuum Consolidation of Soil:

  • Replace standard preloading techniques eliminating the risk of failure.
  • Combine with a water preloading in the scare fill area. The method is used to build large developments on thick compressible soil.
  • Combine with embankment pre-load using the increased stability

Preloading or Pre-Compression of Soil for Ground Improvement

Preloading has been used for many years without a 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.
Preloading or Pre-Compression of Soil for Ground Improvement
The soils treated are Organic silt, Varved silts and clays, soft clay, Dredged material The design considerations which should be made are bearing capacity, Slope stability, Degree of consolidation.

Applications of Preloading of Soil

  • Reduce post-construction
  • Settlement
  • Reduce secondary compression.
  • Densification
  • Improve bearing capacity

Thermal Stabilization of Soil for Ground Improvement

Thermal Stabilization of Soil for Ground Improvement
Heating or vitrification breaks the soil particle down to form a crystalline or glass product. It uses electrical current to heat the soil and modify the physical characteristics of the soil. Heating soils permanently alters the properties of the soil. Depending on the soil, temperatures can range between 300 and 1000 degree Celsius. The impact on adjacent structures and utilities should be considered when heating is used. .
Applications of Vitrification of Soil:
  • Immobilization of radioactive or contaminated soil
  • Densification and stabilization

Ground Freezing Technique for Ground Improvement

Ground Freezing Technique for Ground Improvement
Ground freezing is the use of refrigeration to convert in-situ pore water to ice. The ice then acts as cement or glue, bonding together adjacent particles of soil or blocks of rock to increase their combined strength and make them impervious. The ground freezing considerations are Thermal analysisRefrigeration system geometryThermal properties of soil and rockfreezing rates, Energy requirements, Coolant/ refrigerant distribution system analysis.

Applications of Ground Freezing Technique

  • Temporary underpinning
  • Temporary support for an excavation
  • Prevention of groundwater flow into the excavated area
  • Temporary slope stabilization
  • Temporary containment of toxic/hazardous waste contamination

Vibro-Replacement Stone Columns for Ground Improvement

Vibro-Replacement Stone Columns for Ground Improvement
Vibro-Replacement extends the range of soils that can be improved by vibratory techniques to include cohesive soils. Reinforcement of the soil with compacted granular columns or “stone columns” is accomplished by the top-feed method. The important Vibro-replacement stone columns are Ground conditions, Relative density, Degree of saturation, Permeation.

Principles of Vibro-Replacement Technique

The stone columns and intervening soil form an integrated foundation support system having low compressibility and improved load-bearing capacity. In cohesive soils, excess pore water pressure is readily dissipated by the stone columns and for this reason, reduced settlements occur at a faster rate than is normally the case with cohesive soils.
There are different types of installation methods which can be broadly classified in the following manner:
  • Wet top feed method
  • Dry bottom feed method
  • Offshore bottom feed method

Summary of Vibro Replacement Method

Principle
  • Reinforcement
  • Drainage
Applicable soil(s)
  • Mixed deposits of clay, silt and sand
  • Soft and ultra-soft silts (slimes)
  • Soft and ultra-soft clays
  • Garbage fills
Effect(s)
  • Increased shear strength
  • Increased stiffness
  • Reduced liquefaction potential
Common applications
  • Airport taxiways and runways
  • Chemical plants
  • Storage tanks & silos
  • Pipelines
  • Bridge abutments and approaches
  • Offshore bridge abutments
  • Road and railway embankments
Maximum depth
  • 20-40 m
Land / offshore application
  • Both
Vibro-Replacement for Ground Improvement

Applications of Vibro-Replacement for Ground Improvement:

  • Reduction of foundation settlement
  • Improve bearing capacity/reduce footing size requirements
  • Reduction of the risk of liquefaction due to seismic activity
  • Slope stabilization
  • Permit construction on fills
  • Permit shallow footing construction
Ground Type
Relative Effectiveness
SandsExcellent
Silty sandsExcellent
SiltsGood
ClaysMarginal to good
MinespoilsExcellent (depending on gradation)
Dumped fillGood
GarbageNot applicable

Mechanically Stabilized Earth Structures

Mechanically Stabilized Earth Structures
A segmental, precast facing mechanically stabilized earth wall employs metallic (strip or bar mat) or geosynthetic (geogrid or geotextile) reinforcement that is connected to precast concrete or prefabricated metal facing panel to create a reinforced soil mass.

Principles of Mechanically Stabilized Earth Structures:

  • The reinforcement is placed in horizontal layers between successive layers of granular soil backfill. Each layer of backfill consists of one or more compacted lifts.
  • Free-Draining, non-plastic backfill soil is required to ensure the adequate performance of the wall system.
  • For walls reinforced with metallic strips, the load is transferred from the backfill soil to the strip reinforcement by shear along with the interface.
  • For walls with ribbed strips, bar mats, or grid reinforcement, the load is similarly transferred but an additional component of strength is obtained through the passive resistance on the transverse members of the reinforcement.
  • Facing panels are typically square, rectangular, hexagonal or cruciform in shape and are up to 4.5m ^2 in area.
  • MSEW- Mechanically Stabilized Earth Walls, when the face batter is generally steeper than 70 degrees.
  • RSS- Reinforced Soil Slopes, when the face batter is shallower.
Applications of Mechanically Stabilized Earth Structures:
  • RSS structures are cost-effective alternatives for new construction where the cost of embankment fill, right-of-way, and other consideration may make a steeper slope desirable.
  • Another use of reinforcement in engineered slopes is to improve compaction at the edges of a slope to decrease the tendency for surface sloughing.
Design:
Current practice consists of determining the geometric reinforcement to prevent internal and external failure using limit equilibrium of analysis.

Soil Nailing Technique for Ground Improvement

Soil Nailing as a Ground Improvement Technique
The fundamental concept of soil nailing consists of reinforcing the ground by passive inclusions, closely spaced, to create in-situ soil and restrain its displacements. The basic design consists of transferring the resisting tensile forces generated in the inclusions into the ground through the friction mobilized at the interfaces.
Applications of Soil Nailing Technique:
  • Stabilization of railroad and highway cut slopes
  • Excavation retaining structures in urban areas for high-rise building and underground facilities
  • Tunnel portals in steep and unstable stratified slopes
  • Construction and retrofitting of bridge abutments with complex boundaries involving wall support under piled foundations

Micropiles for Ground Improvement

Micropiles are small diameter piles (up to 300 mm), with the capability of sustaining high loads (compressive loads of over 5000 KN). The drilling equipment and methods allow micropiles to be drilled through virtually every ground conditions, natural and artificial, with minimal vibration, disturbances and noise, at any angle below horizontal. The equipment can be further adapted to operate in locations with low headroom and severely restricted access.
Micro Piles for Ground Improvement

Applications of Micropiles for Ground Improvement

  • For Structural Support and stability
  • Foundation for new structures
  • Repair / Replacement of existing foundations
  • Arresting / Prevention of movement
  • Embankment, slope and landslide stabilization
  • Soil strengthening and protection

Example of Micro Piles for Ground Improvement:

In India, in some circumstances steel pipes, coated wooden piles are used as cost-effective Options in improving the bearing capacity of foundation or restrict Displacements to tolerable levels and similar uses in the stabilization of slopes, strengthening of foundations are common.
Sridharan and Murthy (1993) described a Case study in which a ten-storeyed building, originally in a precarious condition due To differential settlement, was restored to safety using micropiles. Galvanized steel Pipes of 100 mm diameter and 10 m long with bottom end closed with shoe, driven at An angle of 60o with the horizontal were used and the friction between the pile and the soil was used as the design basis in evolving the remedial measures.

General Grouting for Ground Improvement

Grouting is the injection of pumpable materials into a soil or rock formation to change the physical characteristics of the formation. Grouting selection considerations are Site-specific requirement, Soil type, Soil profitability, Porosity. Grouting can be prevented by Collapse of granular soils, Settlement under adjacent foundations, Utility damage, Daylighting. Grouting can provide Increased soil strength and rigidity, reduced ground movement, Predictable degree of improvement.
Steps for General Grouting Technique for Soil Stabilization
  • Identify underground construction problem.
  • Establish objectives of grouting program.
  • Perform special geotechnical study.
  • Develop initial grouting program.
  • Develop performance prediction.
  • Compare with other solutions.
  • Refine design and prepare specifications.

Grouting Techniques

The various injection grouting techniques used by grouting contractors for ground improvement/ground modification can be summarized as follows:
  • Permeation
  • Compaction Grouting
  • Claquage
  • Jet Grouting

Jet Grouting Technique for Ground Improvement

Jet grouting is a general term used by grouting contractors to describe various construction techniques used for ground modification or ground improvement. Grouting contractors use ultra high-pressure fluids or binders that are injected into the soils at high velocities. These binders break up the soil structure completely and mix the soil particles in-situ to create a homogeneous mass, which in turn solidifies.
Jet Grouting for Ground Improvement
This ground modification / ground improvement of the soil plays an important role in the fields of foundation stability, particularly in the treatment of load bearing soils under new and existing buildings; in the in-depth impermeabilization of water-bearing soils; in tunnel construction; and to mitigate the movement of impacted soils and groundwater.
https://theconstructor.org/

Wednesday, January 15, 2020

Nucleoside-modified mRNA vaccination partially overcomes maternal antibody inhibition of de novo immune responses in mice

Modified mRNA vaccine to protect infants against infections
A new study puts researchers within closer reach of vaccines that can protect infants against infections by overcoming a mother's antibodies, which are known to shut down immune defences initiated by conventional vaccines. That hurdle largely explains why vaccinations for infectious diseases like influenza and measles not given until six to 12 months of age. Findings from the preclinical study were published in Science Translational Medicine.
The research team found that a specialized modified-RNA (mRNA) influenza vaccine successfully protected young mice against the infection in the presence of maternal antibodies. The study suggests this protection occurred because the vaccine programs cells to constantly churn out new antigens for a prolonged period of time, rather than delivering a one-time shot of a viral protein.
Science Mission

Thursday, January 9, 2020

Defeating HIV in Newborns with a Single Dose of Antibodies


The human immunodeficiency virus (HIV) causes HIV infection and over time acquired immunodeficiency syndrome (AIDS), where it causes progressive failure of the immune system and allows life-threatening opportunistic infections and cancers to thrive. The average survival time after HIV infection is around 9-11 years without treatment, and current treatments work to slow the progression of the virus in the body.
This new study used rhesus macaque new-borns to investigate the transmission of the monkey form of HIV, called SHIV, from mother to baby. They used a combination of two antibodies called PGT121 and VRC07-523.

A single dose of an antibody-based treatment can prevent HIV transmission from mother to baby, new nonhuman primate research suggests for the first time. The findings are being published in the journal Nature Communications.
When that single dose is given is key, however. The study found rhesus macaque newborns did not develop the monkey form of HIV, called SHIV when they received a combination of two antibodies 30 hours after being exposed to the virus.

Wednesday, January 8, 2020

Particle size categories for various detrital sedimentary rocks.

Detrital sedimentary rocks are described effectively in terms of compositional, textural, and structural attributes. In the procedure presented, rock-framework types, grain-boundary contacts, cement composition, and bedding characteristics are recorded. Standardized visual comparison charts aid in determining roundness, colour, and percentage distributions of particle composition and size. Quantified descriptions are more useful than field names in comparing stratigraphic sections, analyzing sedimentary parameters, and adapting observations to classifications.
Particle size is the primary basis for distinguishing among various detrital sedimentary rocks. (Breccia photo by E. J. Tarbuck; all other photos by Dennis Tasa)
Engineering geology
Glaeser, J. Douglas. “PROCEDURE FOR DESCRIPTION OF DETRITAL SEDIMENTARY ROCKS.” Proceedings of the Pennsylvania Academy of Science, vol. 36, 1962, pp. 213–217. JSTOR, www.jstor.org/stable/44112152. Accessed 8 Jan. 2020.