Deck 3: Site Investigation and the Type of Ground
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Deck 3: Site Investigation and the Type of Ground
1
One of the purposes of a desk study is to ascertain whether
A) The walls of the proposed building should be built from brick or stone
B) The roof of the proposed building should be flat or pitched
C) The water, gas and electricity services are connected to the site
D) The garage to the proposed building should be attached or detached
E) The local pub has a darts team
A) The walls of the proposed building should be built from brick or stone
B) The roof of the proposed building should be flat or pitched
C) The water, gas and electricity services are connected to the site
D) The garage to the proposed building should be attached or detached
E) The local pub has a darts team
C
2
The type of vegetation growing on a site can indicate whether
A) The adjacent road is used by heavy goods vehicles
B) The average wind speed is below 10mph
C) The site adjoins a cemetery
D) The site is close to a mobile phone mast
E) The site has a high water table
A) The adjacent road is used by heavy goods vehicles
B) The average wind speed is below 10mph
C) The site adjoins a cemetery
D) The site is close to a mobile phone mast
E) The site has a high water table
E
3
Sedimentary rocks are characterised by
A) Solidification of molten material
B) Consolidation of deposits by heat or pressure
C) Cementing of deposits in layers
D) Crystallisation of deposits in pockets
E) Fusion of deposits by heat and pressure
A) Solidification of molten material
B) Consolidation of deposits by heat or pressure
C) Cementing of deposits in layers
D) Crystallisation of deposits in pockets
E) Fusion of deposits by heat and pressure
C
4
The particle size of non-cohesive soils is
A) Very large
B) Large
C) Average
D) Small
E) Very small
A) Very large
B) Large
C) Average
D) Small
E) Very small
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5
The particle shape of cohesive soils is
A) Triangular
B) Rectangular
C) Oval
D) Spherical
E) Angular
A) Triangular
B) Rectangular
C) Oval
D) Spherical
E) Angular
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6
Organic soils are not generally recommended for building on, because
A) They have poor loadbearing capacity
B) They contain high amounts of vegetable oil
C) They extract CO2 from the air
D) They tend to change colour when wet
E) They tend to expand when dry
A) They have poor loadbearing capacity
B) They contain high amounts of vegetable oil
C) They extract CO2 from the air
D) They tend to change colour when wet
E) They tend to expand when dry
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7
Contaminated ground can be overcome by
A) Planting sedge on the site
B) Pouring phenolic acid into boreholes around the site
C) Covering the ground with pulverised fuel ash
D) Isolating it within protective barriers
E) Heating it to 800C for two hours
A) Planting sedge on the site
B) Pouring phenolic acid into boreholes around the site
C) Covering the ground with pulverised fuel ash
D) Isolating it within protective barriers
E) Heating it to 800C for two hours
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8
The core sampler is preferred to the auger for taking soil samples because
A) The samples are undisturbed
B) The samples can be removed from deeper in the ground
C) The samples show a differentiation between soil types
D) The samples can be put back into the ground after testing
E) The samples are lighter to carry back to the laboratory
A) The samples are undisturbed
B) The samples can be removed from deeper in the ground
C) The samples show a differentiation between soil types
D) The samples can be put back into the ground after testing
E) The samples are lighter to carry back to the laboratory
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9
The vane test measures
A) The acidity of synthetic soils
B) The degree of compaction of topsoil
C) The tensile strength of organic soils
D) The shear strength of cohesive soils
E) The compressive strength of non-cohesive soils
A) The acidity of synthetic soils
B) The degree of compaction of topsoil
C) The tensile strength of organic soils
D) The shear strength of cohesive soils
E) The compressive strength of non-cohesive soils
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10
The odeometer measures
A) The plasticity of a soil sample
B) The rate of consolidation of a soil sample
C) The amount of sulphate salts in a soil sample
D) The moisture content of a soil sample
E) The pH value of a soil sample
A) The plasticity of a soil sample
B) The rate of consolidation of a soil sample
C) The amount of sulphate salts in a soil sample
D) The moisture content of a soil sample
E) The pH value of a soil sample
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