Introduction to Foundation and Machine Foundation

1.1 Purpose, importance and types of foundation

Purpose / Importance:
  • To determine the type of foundation.
  • To determine design parameter for the foundation such bearing capacity and allowable soil bearing pressure.
  • To calculate potential settlement of foundation.
  • To determine expansion potential at the site.
  • To investigate the stability of slope and their effect on adjacent structure.
  • To investigate possible way of improving the soil to increase the foundation bearing capacity.
Types of foundation:

A. Shallow foundation

  • Width greater than its depth.
  • Located just below the lower part of wall or column which it support.

Types of shallow foundation:

1. Strip / Continuous footing

Figure: Strip / Continuous footing
  • Provided for load bearing wall.
  • L>B.

2. Spread / Isolated footing

Figure: Spread / Isolated footing
  • Circular, square or rectangular slab of uniform thickness.

3. Combined footing

Figure: Combined footing
  • Supports two or more columns in row.
  • Preferred in limited space.

4. Strap / Cantilever footing

Figure: Strap / Cantilever footing
  • Two or more footing connected by beam.

5. Mat / Raft foundation

Figure: Mat / Raft foundation
  • Consist of large slab supporting number of column and walls.

B. Deep foundation

  • Depth is greater than width.
  • Distributes load from super-structure vertically rather than laterally.

Types of deep foundation:

1. Pile foundation

Figure: Pile foundation
  • Column made of wood, steel, concrete of RCC.
  • Embedded into the ground to transmit the load of the structure to a hard stratum or compressed soil.

2. Pier foundation

Figure: Pier foundation
  • A cast insitu pile greater than 0.6 m diameter is termed as pier.
  • Consists of cylindrical column of large diameter to support and transfer load.

3. Well foundation

Figure: Well foundation
  • Well is a type of cassion.
  • Suitable for soil containing large boulders.

1.2 Factors affecting choice of foundation

  • Function of structure.
  • Cost of foundation.
  • Sub-surface condition of soil.
  • Boundry criteria.
  • Bearing capacity of soil.
  • Types of load of super structure and other load acting on foundation.

1.3 Introduction to machine foundation

  • Foundation provided below the super strucutre of a vibrating and rotating machine for installation is called machine foundation.
  • Includes the studies of vibration of foundation soil system transmitted by wave energy.
  • Used for supporting turbines, large electric motor and generator.
  • Wave energy transmitted through the underlined soil from the foundation should not cause harmful effects to machine, structure of people.

1.4 Types of machine foundation

1. Block foundation

Figure: Block foundation
  • Consists of a pedestal resting on a footing.
  • It has large mass and smaller natural frequency.
  • Provided for compressor and reciprocating engine.

2. Box or caisson’s foundation

Figure: Box or caisson’s foundation
  • Use for lighter foundation.
  • It has smaller mass and higher natural frequency.

3. Wall type foundation

Figure: Wall type foundation
  • Consist of well-column and beam slab.
  • Steam turbines are provided with wall type foundation.

1.5 Types of machine

1. High speed machine

  • Turbo generator and rotary compressor fall in this category.
  • Speed ranging from 3000 to 10000 rpm.

2. Low speed machine

  • Compressor and reciprocating engine comes in this category.
  • Speed is smaller than 600 rpm.

3. Impact type machine

  • Produce impact loading.
  • Speed is usually 60 to 150 blows per minute.
References:
  • Terzaghi, Karl and peck, R.B. John Wiley.(1967). Soil mechanics in engineering practice, New York.
  • Arora K.R. (1997). Soil Mechanics and foundation engineering, India: Standard Publisher Distribution.

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