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Site Investigation (Geotechnical Studies) Lecture 2

Site Investigation (Geotechnical Studies)

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Page 1: Site Investigation (Geotechnical Studies)

Site Investigation

(Geotechnical Studies)Lecture 2

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Site Investigation

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Investigation Program

- Desk study- Site reconnaissance - Subsurface exploration

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- Areal photographs-Geological and topographical maps- Hydrological information- Any previous information on the site

Desk study

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Walk over survey

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Subsurface exploration

Planning

- Determine depth of investigation

- Determine extent of investigation

These depends on type and extension of the project .

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Depth

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Depth

.Spacing

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Spacing

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Methods

A- Test pits

- Constructed by excavation of

the ground

- Max depth is less than 5 m

- Provide good inspection and good

- Obtain good samples

- Problem of disturbance of ground

- Problem of ground water

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B- Boring

By drilling a hole into the ground using special motorized equipment .Boring enable the engineer to - identify subsurface condition,

- Perform insitu tests

- Obtain samples for tests in the laboratory

There are mainly Three widely used boring methodsa) Auguring (continuous flight auger)

b) Wash boring

c) Rock rotary drilling

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a) Continuous flight auger Continuous flight augers are available in diameters 76 to 305 mm

They either solid or hollow stem

Can go to depths up to 70 m

Can keep sides of borehole

Sampling and tests can be done

Good for cohesionless soils

Required power to drive

The flights of the auger brings

Loose soils to the top

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b) Wash boring

Casing is required and ,the method is fast but only wash samples can be obtained

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Rotary drilling

Drilling bit required water or

air for cooling and remove chops

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Sampling

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Degree of disturbance

Uiop[

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Thin walled tube

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