4.3

Activities (03 24xxx)

03   24001
site investigation
determination of physical characteristics (01) of sites (01) as they affect design and construction (01), and stability of neighbouring structures (01)
03   24002
ground investigation
soil survey
exploration and recording of the location and characteristics (01) of soils (01) and rocks (03 23027), and ground (01) conditions
03   24003
contiguous bored piling
retaining wall (01) construction using bored piles (BS EN 1536) in close proximity to, or touching, each other, in one or two rows
03   24004
secant piling
retaining wall (01) construction using interlocked bored piles (BS EN 1536)
03   24005
ground improvement
soil improvement
in situ decrease of permeability (01), increase of strength (11 27007) or decrease of compressibility (11 27020) of the ground (01) by mechanical means or grout (01) injection
03   24006
heavy tamping
ground improvement (03 24005) to a substantial depth (01) by repeatedly dropping a heavy weight from a considerable height (01)
03   24007
vibroreplacement
stone column
ground improvement (03 24005) in which a large tubular vibrator is used to form a deep hole into which gravel (03 23029) or stone (01) backfill (01) is introduced as the vibrator is withdrawn
03   24008
compaction
process of packing particles more closely together
03   24009
shallow compaction
compaction (03 24008) by ramming, rolling or tamping the ground (01) surface to achieve ground improvement (03 24005) to a shallow depth (01)
03   24010
vibrocompaction
compaction (03 24008) of granular soil (03 23013) or fill (01) by vibrating a large tubular vibrator that is inserted deep into the ground (01) and withdrawn
03   24011
vibroflotation
vibrocompaction (03 24010) in which jets of water are introduced to assist penetration and compaction (03 24008)
03   24012
claquage
hydrofracture
ground improvement (03 24005) where grout (01) is injected under significant pressure, usually through tube-a-manchettes (03 26055), to form fissures so that a matrix of grout (01) is formed
03   24013
ground freeze
stabilize ground (01) temporarily by local freezing of the water within it
03   24014
ground injection
ground improvement (03 24005) by injection of grout (01)
03   24015
grade
shape the finished surface of earthworks (01) by mechanical means
03   24016
trim
shape earthworks (01) finally
03   24017
pole back
excavate (01) behind existing ground (01) supports and provide support to the new face
03   24018
jet
apply water under pressure to displace material in order to aid penetration of driven piles (BS EN 12699), well points (03 22034) or caissons (01)
03   24019
strip
remove the upper layer of soil (01), including topsoil (06 13001) and vegetation, preparatory to carrying out works on or in subsoil (03 23002)
03   24020
skim
remove the top layer of, or irregularities in, the ground (01) surface by mechanical means
03   24021
grub up
uproot small trees (06 12036), hedges (06 12007) and shrubs (06 12035)
03   24022
blast
excavate (01) hard ground (01) with explosive (BS 5607)
03   24023
lay-on blasting
method of blasting (03 24022) by placing an explosive (BS 5607) against a boulder (BS EN 12670) or other object without containing it in a shot hole (03 28001)
03   24024
drill and blast
excavate (01) hard ground (01) in which explosives (BS 5607) are placed in drilled holes and detonated
03   24025
popshot
carry out secondary breakage of material employing small explosive (BS 5607) charges in shot holes (03 28001)

BS 6100-3:2007 Building and civil engineering – Vocabulary Part 3: Civil engineering – General