## Soil Mechanics

“Soil Mechanics is the application of laws of mechanics to the Engineering Problems deals with soils e.g sediments or other unconsolidated accumulation of soil particles produce by the mechanical & chemical disintegration of rocks”

Since Soil is generally a three phase material consists of Soil Solids, Water & Air. So that’s why it exhibits different properties and behave differently under same load conditions. So the following is some of the basics properties and parameters that involves while studying Soil Mechanics and Geotechnical Engineering.

## General Parameters

1. Va=Volume of Air
2. V=Total Volume of soil mass
3. Vw=Volume of Water
4. Vs=Volume of Solids
5. Vv=Volume of voids
6. W=Weight of Soil Mass
7. Ww=Weight of Water content
8. Ws=Weight of Solids
9. Weight of Soil Mass=W=Ws+Ww,(Air weight neglected)
10. Volume of Voids=Vv=Va+Vw
11. Wsat=Weight of fully Saturated Soil
12. (Ws)sub=Submerged Weight or Buoyant weight of soil below water surface or under ground water table.

## Index Properties of Soil

1. Water Content(W)=Ww / Ws
2. Void Ratio(e)=Vv / Vs
3. Porosity (n )=Vv / V
4. Degree of Saturation(Sr)=Vw / Vv
5. Air Content(ac)=Va / Vv
6. Percentage of Air Void( a)=Va / V

## Densities

Definition: It is the Weight of any material per unit Volume of that material and Units of measurement is SI is Kg/m3 or g/cm3 .

1. Bulk Density or Bulk Unit Weight of Soil mass (r)=W / V
2. Dry Density or Dry Unit Weight of Soil(rd)=Ws / V
3. Desity of Soilds (rs)=Ws / Vs
4. Saturated Density of Soil Mass(rsat)=Wsat / V
5. Submerged Density of Soil Mass(rsub)=(Ws)sub / V

## Specific Gravities

Definition: It is the ratio of density of any material to the density of water and since it is the ratio, so this is the unitless quantity .

1. Specific gravity of Soil Solids(G)=rs / rw
2. Bulk or mass Specific gravity of Soil Solids(Gm)=r / rw

Watch the Video, these parameters have been discussed briefly.

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## Underpinning

### Methods And Construction Techniques

The Rehabilitation of an existing building, mostly 40 to 50 years old, motivated by a change of use or structural damage, which may be a consequence of insufficient Soil Bearing Capacity, may require an underpinning project.

This type of work requires skilled labour, not only constructors, but also in the planning stage, since there is not an universal solution applicable to all cases. In fact, the underpinning solution depends on many factors, among which are the mechanical properties of the support stratum of soil, the conservation conditions of the foundation elements and, above all, the restrictions imposed during this operation.

### Micropiles

Micropiles are presented as a variant of deep foundations, and consist of piles of small diameter between 75mm and 350mm, cast in situ, vertical or executed with an angle. These elements, when compressed, transmit their forces to the ground primarily by lateral friction (floating piles), although there is a small contribution from the bearing resistance.. In general, the execution of micropiles is divided into the following stages.

• ·         Drilling to the specified depth.
• ·         Placement of the reinforcement.
• ·         Gravity fill injection of grout.
• ·         Pressure postgrouting injection, when applicable.

### Pre-Stressed Connection

The use of this GEWI type systems results, firstly in the installation of a certain normal stress at the interface between the beam and the underpinned element. Moreover, the load transfer to the micropiles produces, according to the strut and tie method, tensions that can be absorbed at the expense of the resistance of these steel bars.

### Jet grouting

Jet grouting The physical process of jet grouting technique can be summarized in the following steps

•  Soil fracture: the initial structure of the soil is broken and the soil particles or fragments are dispersed by the action of one or more horizontal jets.
•  Mixing and partial replacement: a part of the particles or fragments of soil is replaced and the other part is mixed with the injected grout.
•  Cementation: the remaining soil particles are bonded together as the grout sets and hardens, forming a single body.

This technique can be applied to both incoherent and cohesive soils, as a result of the conversion of the potential energy, obtained from pumping the grout, into kinetic energy.

### Underpinning Tips

Normally, this process needs to be designed or lead by a structural engineer for better results, but here are a few tips that will help you during the underpinning process.
The underpinning process must be started from the corners and the working inwards.

• Do not underpin below non-load bearing walls.
• Start underpinning under a strip of footing. It is recommended to start with at least 3 feet long, two feet wide and two feet in depth.
• After the excavation has been completed, add concrete to the cavity. Concrete should be mixed using one part cement, three parts sand, and six parts aggregates.
• Remember to use formwork on the edges.
• Allowed concrete placed to set for at least two days.
• Use a rod bar ensuring that the cavity under the existing foundation is filled up.
• Once the concrete has gained sufficient strength, break off the projecting footing.
• Cut the concrete with the mass of concrete surface.
• Backfill and compact. If you are having problems achieving the required consolidation, use a hose to add water to the soil.

## Soil Penetrometer Test

Penetrometer is a fantastic little invention which geotechnical engineers and technologists find very handy. It is a small handheld gauge which contains a telescoping rod which can be pushed into the soil. The distance the rod goes into the soil corresponds to a compressive strength on the dial.

## Measurement of Soil

The pocket penetrometer measures the compressive strength of the soil. Most penetrometers available today contain units of tons/ft2 or kg/cm2, and the compressive strength is read directly from the gauge. Some common conversions are:

1 ton/ft2= 2000 psf = 13.9 psi

1 kg/cm2= 98.1 kPa

## Limitations

A pocket penetrometer is a primative instrument that is subject to many errors such as non-uniform soil. As a minimum, you should take a series of measurements in one area and average them. The penetrometer should not replace laboratory testing or field analysis, or be used to produce foundation design data.