Soil Exploration - PowerPoint Presentation

Slide1

Soil Exploration (Explanation)

Determination

of surface and subsurface

soil conditions

and features in an area of proposed construction that may influence the design and construction and address expected post construction problems

. Also known as soil investigation.

Topographic Survey

TSs provides information regarding ground surface feature of the site (i.e., surface condition of the site)

Soil Exploration (Site Investigation)

It provides data regarding subsoil conditions (i.e., underground condition), groundwater position and its fluctuations etc.Slide2

Purpose and Objectives of Soil Investigation

The primary objective of the site investigation is as follows:

To assess the sequence, thickness and lateral extent of the soil strata and, where appropriate, the level of bedrock.

To obtain representative samples of the soils (and rock) for identification and classification to determine the relevant soil parameters.

To determine the position of GWT and limits of its fluctuation during wet/dry season.

Thus exploration essentially provides information to decide about:

i

)

The suitability of the site for proposed work

ii)

To develop economical design

iii)

To predict any construction problems along with their possible remedies. Slide3

Investigation Phases

Feasibility Phase (Reconnaissance):

It generally involves collection of background information

about the site. Following information is collected:

Project Details

Type of structure, intended use of structure, construction method, etc.

Surface and Subsurface Conditions of the site

Study of topographic/geologic maps, aerial photographs, data from previous investigations, satellite imagery, etc.

Study of existing structures in the areaSlide4

Investigation Phases

Preliminary Investigation

Location of bedrock is established by drilling a few holes. Position of GWT may also be established

.

Detailed Investigation

This phase may include test pits excavation, boreholes, in-situ testing and collection of both disturbed and undisturbed soil samples for detailed laboratory testing/analysis. GWT may also be monitored by installing piezometers.

Construction/Post Construction Investigation

Sometimes monitoring of movement of structure and monitoring of groundwater fluctuations, both during and after construction, may be required.Slide5

Amount of Exploration

By amount of exploration is meant to decide about the extent of investigation i.e., to determine the number, location, and depth of open excavations (pits, trenches, etc.) and borings/drillings. The extent of exploration depends upon many factors, major being the following:

Site condition (variability of soil/rock strata and GWT depth at site)

Nature and extent of the project. (building, highway, dam, etc.)

Availability of time, fund and equipment for exploration.

The main rule for determining the extent of investigations is that there is no hard and fast rule for this purpose.Slide6

Methods of Investigation

The

methods to determine the sequence, thickness and lateral extent of the soil strata and, where appropriate the level of bedrock. The common methods

include:

Test pits

Boring

or drillingSlide7

1. Test Pits

The excavation of test pits is a simple and reliable method.

The

maximum depth

is limited to 4-5m only

.

If the pit is to be extend below the GWT, some form of dewatering is necessary.

The in-situ conditions are examined

visually.

It is easy to obtain disturbed and undisturbed

samples.

Block samples can be cut by hand tools and tube samples can be taken from the bottom of the pit

.

Test pits are suitable for investigations in all type of soil, including those containing cobbles or boulders.Slide8

1. Test Pits

Walls

of the test pit indicate four layers (1) Clayey silt (2) Sandy silt (3) Clean sand (4) Sandy gravelSlide9

2. Boring or Drilling:

Boring

refers to advancing a hole in the ground.

Boring

is required for the following:

To obtain representative soil and rock samples for laboratory

tests.

To

identify the groundwater

conditions.

Performance

of in-situ tests to assess appropriate soil characteristics.

Some

of the common types of boring are as

follows:

Auger

boring

Hand Augar

Mechanical Augar

Rotary

drilling

Wash boring

Percussion

boringSlide10

1. Hand Augar:The hand augar (also called post-hole or Iwan augar) is a very simple hand tool used for drilling into soft soils down to maximum of 5-6m in small projects.Hand-augered

holes can be made

up to

about 20m depth, although depth greater than about 8-10m is usually not practical

.

For

hard soil and soil containing gravels boring with hand auger becomes difficult.

The

auger is rotated until it is full of soil, then it is withdrawn to remove the soil and the soil type present at various depths is noted.

They can be used for soil exploration

work for

highways and small structures.

The

soil samples collected in this manner are disturbed

but they can

be used

for classification test in laboratory such as grain-size determination and Atterberg limits.

Auger boring may not be possible in very soft clay or coarse sand because the hole tends to collapse when auger is removed.

i

. Augar Drilling Slide11

a

Continuous

Flight

Auger

Truck mounted auger boring machine

Hand Augar

Plugged while advancing the auger

Plug removed and sampler attachedSlide12

2. Mechanical Augar:Mechanical Auger means power operated augers. The power required to rotate the auger depends on the type and size of auger and the type of soil.Downwards pressure can be applied hydraulically, mechanically or by dead weight.

The diameter of the flight auger usually is between 75 to 300mm, although diameters up to 1m and bucket augers up to 2m are available.

Borehole

depths up to 50m are possible with continuous-flight

augers.

The

most common method is to use continuous flight augers. Continuous flight augers can be solid stem or hollow stem with internal diameter of 75-150mm.

Hollow

stem augers are used when undisturbed samples are required. Plug is withdrawn and sampler is lowered down and driven in to the soil below the auger.

If

bed rock is reached drilling can also take place through the hollow

stem.

The

presence of cobbles and boulders create problems with small-sized

augers.

There

is a possibility that different soil types may become mixed as they rise to the surface and it may be difficult to determine the depths of changes of strata. Experienced driller can however detect the change of strata by the change of speed and the sound of drilling.

i

. Augar Drilling Slide13

ii. Rotary Drilling

Although

primarily intended for investigations in rock, the method is also used

in soils

.

Rotary drilling is a procedure by which rapidly rotating drilling bits attached to the bottom of drilling rods cut and grind the soil and advance the borehole down.

Water

or drilling

fluid is pumped down the hollow rods and passes under pressure

through narrow

holes in the bit or barrel: this is the same principle as used in wash boring.Slide14

Various types of diamond drill

b

its for rotary drilling

Rotary DrillingSlide15

ii. Rotary Drilling

There

are two forms of rotary drilling, open-hole drilling and core drilling.

Open-hole

drilling, which is generally used in soils and weak rock, uses a cutting bit to

break down

all the material within the diameter of the hole. Open-hole drilling can thus

be used

only as a means of advancing the hole: the drilling rods can then be removed

to allow

tube samples to be taken

or in-situ tests

to be carried out.

In

core drilling,

which is

used in rocks and hard clays, the diamond

bit

cuts an

annular hole in the material and an intact core enters the barrel, to be removed as a sample. However, the natural water content of the material is liable to be increased due to contact

with the drilling

fluid.Slide16

iii. Wash Boring

Wash boring is another method of advancing a borehole.

In this method, a casing about 2m to 3m (6 to 10

ft

) long is driven into the ground.

The soil inside the casing is then removed by means of a chopping bit that is attached to a drilling rod.

Water is forced through a drilling rod, and it goes out at a very high velocity through the holes at the bottom of the chopping bit.

The water and the chopped soil particles rise upward in the drill hole and overflow at the top of the casing through a T-connection.

The wash water is then collected in a container.Slide17
Slide18

Percussion drilling is an alternative method of advancing a borehole, particularly through hard soil and rock.The boring rig consists of a derrick, a power unit and a winch carrying a light steel cable which passes through a pulley on top of the derrick.In this technique, the borehole is advanced by the percussive action of the tool which is alternately raised and dropped (usually over a distance of 1–2m) by means of the winch unit.

Borehole diameters can range from 150 to 300mm. The maximum borehole depth is generally between 50 and 60m.

iv. Percussion Drilling Slide19

Standard Penetration Test (SPT)

T

his test gives information about soil strength.

It is carried out at regular intervals during a boring operation or where change of strata is noted.

A split-spoon sampler is attached to the drill rods, lowered to the bottom of boreholes and driven into the ground by repeated blows of a standard 65kg hammer falling freely through 75cm.

The number of blows requires to drive the sampler through three consecutive depths of 15cm (total 45cm) are noted.

The SPT N value is the number of blows required to drive the sampler through the last 30cm.

If, for N > 50, the sampler penetrates less than 2.5cm, refusal is said to have been reached and the test is discontinued until the boring advances to a new depth. Slide20

Standard Penetration Test (SPT) per ASTM D 1586Slide21

Standard Penetration Test (SPT)

The standard penetration test is very useful for

cohesionless

soils and medium

clays.

For gravels and stiff clays the results are not reliable.

The SPT test is very popular all over the world. It is simple, not too expensive, reliable, and generally repeatable.

It is extensively used in problems such as design of foundations, settlement analysis and liquefaction studies.

Among the sources of error are that

:

The hammer should freely and through the correct distance

The sampler should be held vertically

The drill rods longer than 15m are likely to whip.Slide22

Cone Penetration Test (CPT)

This test provides a continuous record of resistance offered by a soil to a cone pushed into it.

The cone usually has a vertex angle of 60 and a base diameter of 50mm, but cones of different dimensions are also used.

It is attached to the end of the drill rod and pushed into the borehole by means of jack.

The resistance offered and the corresponding depth are recorded. This called a

static cone penetration test.

In

dynamic cone penetration test

(DCPT) the cone is driven by the blows of a 65kg hammer (the same as in the SPT).

The number of blows required to drive the cone 30cm into the ground is noted.

The CPT is a useful test for gravel and coarse sand formations, especially below water table.

A CPT test is best used to corroborate the results of SPT or other test.Slide23
Slide24

Soil Sampling

A sample is said to be representative sample when it truly represents the characteristics of the stratum from which it is recovered.

Disturbed Sample:

A disturbed sample is one having the same particle size distribution as the in-situ soil but in which natural moisture content is disturbed and soil structure has been significantly damaged or completely destroyed.

Disturbed samples, which are used mainly for soil classification tests, visual classification and compaction tests, can be excavated from trial pits.Slide25

Soil Sampling

Undisturbed Sample:

Undisturbed samples are obtained by techniques which aim at preserving the in-situ structure and water content of the soil.

It is impossible to obtain a sample that is completely undisturbed, no matter how elaborate or careful the ground investigation and sampling technique might be.

Undisturbed samples are used to determine the shear strength, compressibility and permeability of the materials.

All samples should be clearly labelled to show the project name, date, location, borehole number, depth and method of sampling.

Special care is required in the handling, transportation and storage of samples prior to testing.Slide26

Common Sampling Techniques:

S

ampling by Standard Split Spoon

When the borehole is advanced to a desired depth, the drilling tools are removed. The split-spoon sampler is attached to the drilling rod and then lowered to the bottom of the borehole. The sampler is driven into the soil at the bottom of the borehole by means of hammer blows. The hammer blows occur at top of the drilling rod. The hammer weighs 63.5kg (140lb). For each blow, hammer drops a distance of 30in (.76m). The number of blows required for the driving the sampler through three 6in interval is recorded. The sum of the number of blows required for driving the last two 6in interval is referred to as the

Standard Penetration Number

, N. It is commonly called the

blow count

. The interpretation of the standard penetration number is given in the following table.Slide27

Standard Split-spoon SamplerSlide28

Common Sampling Techniques:

S

ampling by Thin Wall Tube

It is used for obtaining fairly undisturbed soil samples. The thin wall tubes are made of seamless thin tubes and are commonly referred to as Shelby Tubes. The sampler is attached to the drilling rod and then lowered to the bottom of the borehole. After this, it is hydraulically pushed into the soil. It is then spun to shear off the base and is pulled out. The sampler with the soil inside is sealed and taken to the laboratory for testing. Most commonly used thin wall tube samplers have outside diameter of 3in.

Sample Disturbance

The degree of disturbance of the sample collected by various method can be expressed by a term called the area ratio, which is given by

A

r

= (D

o

2

– D

i

2

) / D

i

2

where Di and Do are inside and outside diameter of sampler respectively.