Exploration Methods Flashcards

1
Q

Factors affecting choice of exploration methods

A

In choosing methods, four main sets of factors to be considered:

(a) Geological nature of site (Soil, Rock etc)
(b) Topographical nature of site (Ease of access, over water, congested site , mud flats, etc)
(c) Type of info req’d (soil/water samples, in situ properties, presence of voids)
(d) Cost and time

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2
Q

Types of sub-surface exploration methods

A

Trial pits

(b) Large bored shafts
(c) Boring and drilling
(d) Probing
(e) In situ examination

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3
Q

Positives of trial pits?

A

Easily dug with excavator (fast and cheap)

Can be extended into trenches

High quality blocks can be taken w/ tube and hand penetration test samples

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4
Q

Disadvantages of trial pits

A

Can only investigate near surface (2-5m)

They are potentially dangerous (require support and possibly pumping, without batter and support maximum depth 1.2m)

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5
Q

Types of drilling and boring methods

A

(a) Hand auger
(b) Light percussion drilling
(c) Power auger methods
(d) Rotary core drilling
(e) Wash boring

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6
Q

benefit of shell and augur (light cable drilling)

A

Soils without cobbles boulders can provide good progress.

Relatively fast.

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7
Q

What does a shell and augur consist of?

A

Clay cutter

The shell (used for grnaular materials)

Winch to raise above hole and drop cuttting tool

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8
Q

How to carry out SPT (Stnadard peneration test)

A

Split spoon driven 450mm

first 150mm considered “seating blow”, count recorded but not used for N value

Max number of blows 25

Blow count for 450mm recorded in 75mm increments

N value calcuated from number of blows recorded for 300mm of penetration after the seating blow

max number of blows 50 for 300mm

If maximum number of blows reached then record penetration

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9
Q

Density in relationship to N values, Blows

A
Very loose 0-4
loose - 4 - 10
medium dense 10- 30
dense - 30 - 50
very dense 50 >
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10
Q

why use Rotary core drilling and how is it carried out

A

Hard soil with rock

consists of small diamater hollow tube, fitted at the end with a coring bit

core barrel rotates at 600-1200 rpm. Water flushing fluid circulates

fragments are removed and raised up spiral design out to surfaace

drill run of 1-3m made before raising barrel and removing core

s

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11
Q

types of power augur drilling

A

flight augurs - short stemmed or continous.

Bucket augur

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12
Q

why is flight augurs better in some areas than stemmed

A

better for shallow depth; vice versa

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13
Q

how does bucket augur work

A

soil passing into bucket, which is raised at intervals

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14
Q

wash boring, why is it bad?

A

disturbs soil, high pressure jet etc

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15
Q

probing, types:

A

makintosh probe: rods connected together for length

hammer at top, driving point of bottem

N of blows per 150mm

other types:dynamic, swedish weight penetrometer

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