Site Exploration Flashcards

1
Q

Aims to get more detailed information about the subsurface materials

A

site exploration

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2
Q

objectives of site exploration

A

nature of soil and its stratification
disturbed and undisturbed samples for visual identification and appropriate lab tests
depth and nature of bedrock
in situ field tests
drainage conditions from and into the site
special construction problems with existing structures nearby
position of water table

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3
Q

direct methods of site exploration

A

test pits or trenches
drillholes or boreholes
rock coring
soil sampling
augers
water-pressure testing
water table measurement
standard penetration test SPT
cone penetrometer test CPT
vane shear test

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4
Q

Typically the site exploration
technique for horizontal structures
which only requires a shallow layer of
foundation

A

test pits or trenches

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5
Q

Holes in the ground are drilled and
samples are taken. Holes commonly
reaches several meters in depth.

A

drillholes or boreholes

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6
Q

accomplished with a diamond tip
rock core barrel attached to a drill
rig. The coring recovers a
cylindrical core of rock by rotating
and advancing the hollow core
barrel.

A

rock coring

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7
Q

typically in percent, is the amount or length of material collected divided by the total length of the core run

A

core recovery

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8
Q

a modified core recovery percentage in which the lengths of all sound rock core pieces over
100 mm in length are summed and
divided by the length of the core run. The
lengths must be measures along the
centerline of the core.

A

rock quality designation

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9
Q

3 rock core tests

A

moisture content
point load index
unconfined compression test

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10
Q

degree of wetness/dryness of the rock

A

moisture content

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11
Q

measures the durability of a rock, can be
correlated to the compressive strength

A

point load index

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12
Q

to determine the compressive
strength

A

unconfined compression test

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13
Q

drilling devices/drilling bits to
excavate soil from a hole. Only used to
advance the depth of the hole.

A

augers

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14
Q

sampler in conjunction
with standard penetration testing.
Hollow tube with driving shoe at the
bottom. The tube can be split
longitudinally.

A

split spoon

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15
Q

also known as thin-walled tubes are usually used in obtaining undisturbed clay samples

A

Shelby tubes

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16
Q

lab tests for soils

A

soil density and specific gravity
moisture content
Atterberg limits
compaction tests
permeability
soil strength

17
Q

water is pumped under pressure in drillholes
and the rate of resulting water flow is measured. The water loss coefficient, ratio of pressure to flow, indicates degree of openness of joints and the spacing of significant water conductors.

A

water-pressure testing

18
Q

holes are typically left overnight for
groundwater to stabilize and the depth of water is measured.

A

water table measurement

19
Q

indirect methods

A

geophysical methods

20
Q

These are methods where soil is not directly
sampled, although, may still be disturbed in
some manner.

A

geophysical methods

21
Q

artificial geophysical methods

A

seismic and resistivity (can be controlled to a certain degree)

22
Q

natural geophysical methods

A

gravity and magnetic methods (forces are only observed and measured, can’t be controlled)

23
Q

Uses the energy from an explosion or pounding/hammering in/on
the ground

A

seismic methods

24
Q

wave travelling along the surface

A

direct wave

25
Q

The point where refracted and direct waves come at the same time

A

critical distance

26
Q

only works if the lower layer has higher velocity than the layer above. Usually works when it is a soil upper layer and rock lower layer.

A

seismic refraction

27
Q

Used to locate faults, landslides,
and bedrock channels
Requires much deeper area
compared to the shot-to-detector-array distance – this makes sure that refracted
waves are not going to be a
problem in the measurement

A

seismic reflection

28
Q

Dependent on porosity and fracturing of rock, salinity of pore water, ground temperature, and clay content

A

resistivity methods

29
Q

Involves measurement of one or more magnetic or electric field components

A

electromagnetic methods

30
Q

a device with transmitter and receiver

A

terrain conductivity meter

31
Q

use radio transmitters and wider
in range (thousands of kilometers)

A

very low frequency VLF method

32
Q

uses pulsed electromagnetic waves
and their time needed to be reflected (from surface to subsurface interface back to surface) and provides high resolution.

A

ground probing radar GPR

33
Q

can be done on ground but can also be done using airplanes carrying magnetometers in what is called Aeromagnetic Surveying.

A

magnetic methods

34
Q

Probes are sent down drill holes to measure certain properties of along the wall of the hole

A

drillhole logging techniques

35
Q

Two holes are used with one hole having the
disturbance source (at a certain depth) and a
receiver is at the other hole (at same depth as
disturbance source) and receives seismic waves from the first hole.

A

cross hole technique