What Is Isolated Foundation | Types of Isolated Foundations | Shape of Isolated Foundations | Design of Isolated Foundation | Advantage & Disadvantageof Isolated Foundation

What Is Isolated Foundation?

Isolated foundations are structural components often used to distribute and deliver loads of individual columns to the soil and without exhausting its bearing capacity, in addition to avoiding undue settling and as well as ensuring sufficient protection against both slipping and trying to overturn.

These are often used in the presence of light column loads, where columns are never closely spaced, even in the case of strong homogeneous soil.

A 15 cm offset is usually given on all sides of the concrete bed. In the situation of brick masonry columns, an offset of 5 cm is often given on all 4 sides in usual layers. Where the base of concrete columns is a slab, steeped, or slopestyle.

There have been different kinds of isolated foundations, including such spread foundation, stepped foundation, sloped foundation respectively.

Typically they are square, rectangular, or circular in form. Every other form of foundation is chosen on the basis of the ground conditions as well as the specification of the load applied.

Isolated foundations are one of the most affordable types of foundations that are used where columns are placed at comparatively vast distances.

Also, Read: What Is Spread Footing | 8 Types of Spread Foundation | Concrete of Spread Footing | Spread Footing Design | Advantages & Disadvantages of Spread Footing

Types of Isolated Foundations

Different types of isolated foundations are as follows.

• Pad Isolated Foundation.
• Sloped Isolated Foundation.
• Stepped Isolated Foundation.
• Combined Foundation.
• Shoe or Eccentric Foundation.

1. Pad Isolated Foundation:

• It is built separately below each column and seems to be normally square, rectangular, or circular in form. The size of the smooth, isolated base is uniform.
• It is given in such a way as to minimize the bending moments and the shearing forces in those important components. This can be made from plain concrete or reinforced concrete to maximize the ultimate load strength.

2. Sloped Isolated Foundation:

• The sloping or trapezoidal foundations are built then performed with the utmost care to achieve a top slope of 45 degrees across all directions.
• The quantity of reinforcement and aggregate used during the slope construction is much less than a flat, isolated base. It thus reduces the use of concrete and reinforcement.

3. Stepped Isolated Foundation:

• Originally, the construction of such an isolated foundation was common, but the use has deteriorated lately. It is commonly used during the design of residential buildings.
• Stepped foundations are placed as moves over each other. And furthermore wide, three concrete cross-sections are piled together to form steps.

4. Combined Foundation:

• Often two or three foundations will be combined and the neighboring foundation may be nearby if shuttering is not feasible even for a particular procedure.
• The combined foundation can accommodate over one column which can be effective because its two columns are really similar in that the single foundation cannot be used or is situated at or near the property line.
• The combined base is normally supported by two or three columns, not in a row. Combined bases are used where even the bearing areas of widely spaced columns intersect.

5. Shoe or Eccentric Foundation:

• The shoe leg is a half-length cut-out mostly from an original foundation that has a shoe shape. This is given in the corner of the story.
• Since there is no allowance for a setback area. These are built on the boundaries of the land. Column shall be provided or filled at the edges of the base.
• It is given where the outside column is adjacent to the boundary or property line and therefore there is no space for projecting far beyond the surface of the column. Shoe bases are installed whenever the soil bearing potential is 24 Kn/m² standard.

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Shape of Isolated Foundations

• Square From Foundation.
• Rectangular From Foundation.
• Circular From Foundation.

1. Square From Foundation:

This form of the foundation has a square form. They’re growing on stable soil. When you’ve got a square shape, use this kind of foundation.

2. Rectangular From Foundation:

This would be the form of an isolated foundation. This form is rectangular in shape. Whenever we need a rectangular shape, use this kind of form.

3. Circular From Foundation:

This is also the form of an isolated base. This form is oval in shape. We need a circular column form, so we need to use this type of shape.

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Design of Isolated Foundation

The purpose of the Isolated Foundations plan is to develop:

• Area of foundation.
• The thickness of the foundation.
• Reinforcing Details of the foot for a satisfactory moment and shear strength evaluation.
• Check for development length and shear stress.
• These all activities have been taken out as regards to loads on the ground, Safe bearing capacity ( SBC ) of the surface, Grade of concrete and Steel.
• The minimal cover for the main reinforcement must be not just under 50 mm on the surface of the interaction with the face of the earth. The primary reinforcement shall be not just under 10 mm in diameter.

The Design Measures taken in the Foundation Design are as follows :

1. Consider the base area depending on factored loads.
2. Assume the appropriate thickness of the base.
3. Find out the crucial segment for flexure and shearing.
4. Find out the bending moment and the shearing forces at the critical section.
5. Check the appropriateness of the assumed thickness.
6. Find out more of reinforcement Check for bearing tension.
7. Checking the duration of growth.

Also, Read:What Is Fresh Concrete | 8 Properties of Fresh Concrete

Factor Affecting of Isolated Foundation

As the isolated foundation creates, they do have some factors to do so,

1. This is really efficient.
2. Whenever the capacity of the soil is large.
3. Whenever the loads are lower on the ground.
4. Unless the building columns are not close to space.

Advantage of Isolated Foundation

The advantage of an isolated foundation are as follows.

1. Isolate foundations are very economical.
2. Isolated foundations are simple to build.
3. And low-skilled jobs might well be built.
4. It needs less drilling of the soil.

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Disadvantage of Isolated Foundation

The disadvantage of an isolated foundation are as follows.

1. The soil has to be stable from around the base of the foundation.
2. It can be quite wide in scale to deal with the heavy load.
3. Separate foundations are making this architecture vulnerable against the differential settlement that will impact the house.

Use of Isolated Foundation

The users of an isolated foundation are as follows.

1. Isolated foundations are being used as shallow foundations for the movement of concentrated loads to the soil.
2. This kind of foundation is used where Columns are never closely spaced.
3. Loads on the foundation are smaller.
4. Safe soil bearing potential is typically high.
5. The isolated foundation is being used to sustain the individual columns.
6. They could be either of a steep kind, or they would be projected in a concrete foundation.
7. In the case of heavy-duty columns, steel support is given in both sides in a concrete bed.

Also, Read: What Are Planted  Column, Floating Column, Hanging Column, and Stub Column

Application of Isolated Foundation

In the construction of surface foundations, the basic case of isolated bases has three categories of load application:

1. Foundations relating to concentric axial load.
2. Foundations relating to axial load and moment in one direction ( unidirectional flexure ).
3. Foundations relating to axial load and moment in two directions ( bidirectional flexure ).
4. Isolated bases are given at which soil bearing potential is usually high which consists of a dense slab which can be flat or steep or steep. Some of this foundation is the most inexpensive as opposed to the other type of foundation.
5. If the soil capacity is very strong and the superstructural loading is very weak. It is advised that an isolated foundation be used.
6. If the soil potential is very low, only about 100 kpa.
7. Unless the superstructural loading to be moved to the foundation is very large, the area of the isolated foundation that will be used is more than halfway the area protected by the structure ( suggested by joseph.e. Bowles ) unless we have the lift in the building, a different raft should be installed on the elevator shaft.
8. If the soil comprises lenses ( or vulnerable zones ) which should be crossed, therefore the raft can be used.

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