EN 16907-6:2018

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Erdarbeiten - Teil 6: Landgewinnung mit nassgebaggertem EinbaumaterialTerrassements - Partie 6 : Terre-plein en remblai hydraulique draguéEarthworks - Part 6: Land reclamation earthworks using dredged hydraulic fill93.020Zemeljska dela. Izkopavanja. Gradnja temeljev. Dela pod zemljoEarthworks. Excavations. Foundation construction. Underground worksICS:Ta slovenski standard je istoveten z:EN 16907-6:2018SIST EN 16907-6:2019en,fr,de01-april-2019SIST EN 16907-6:2019SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 16907-6
December
t r s z ICS
{ uä r t r English Version
Earthworks æ Part
xã Land reclamation earthworks using dredged hydraulic fill Terrassements æ Partie
x ã Terreæplein en remblai hydraulique dragué
Erdarbeiten æ Teil
xã Landgewinnung mit nassgebaggertem Einbaumaterial This European Standard was approved by CEN on
s v May
t r s zä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
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s x { r yæ xã t r s z ESIST EN 16907-6:2019

Non EN and non ISO test and monitoring methods . 48 A.1 General . 48 A.2 Electrical piezometer . 49 A.3 Inclinometer . 49 A.4 Rod and plate settlement gauges . 49 A.5 Settlement profiling tube . 50 A.6 Trial embankment . 50 A.7 Zone Loading Test . 51 Annex B (informative)
Determination of minimum and maximum dry densities and density index . 52 B.1 General . 52 B.2 British Standard procedures . 52 B.2.1 General . 52 B.2.2 Minimum dry density of sands . 52 B.2.3 Minimum dry density of gravelly soils . 53 B.2.4 Maximum dry density of sands . 53 B.2.5 Maximum dry density of gravelly soils . 53 B.3 ASTM procedures . 53 B.3.1 General . 53 B.3.2 Minimum index dry density . 53 B.3.3 Maximum index dry density . 54 B.4 Density index . 54 Bibliography . 55
IEC Electropedia: available at http://www.electropedia.org/
ISO Online browsing platform: available at http://www.iso.org/obp 3.1 basis of design (of the works) document with information on, among other subjects, the overall objectives of the project, the scope of the works, the location of the land reclamation and the borrow area on which the design is to be based 3.2 borrow area source of the fill material Note 1 to entry: A dedicated borrow area is a borrow area which is solely used for the extraction of suitable fill material. Note 2 to entry: The fill material can result from capital dredging or maintenance dredging. In this case the borrow area is defined by the design of these dredging works. 3.3 bulking volume change of a soil mass due to handling Note 1 to entry: Positive is a volume increase. 3.4 bund wall or bank of earth or stone to retain soil and/or fluid 3.5 capital dredging activity of creating new civil engineering works by means of dredging, such as, for instance, harbour basins and canals and the deepening and/or widening of existing waterways and approach channels 3.6 degree of compaction (of natural ground or fill) ratio between in-situ dry density and maximum dry density obtained from a standard laboratory compaction test 3.7 density index (of non-cohesive soil) index which relates the void ratio, or dry density, of a soil sample, or of the soil in-situ, to the limiting void ratios, or dry densities SIST EN 16907-6:2019

3.21.1 material losses in-situ material dredged but not incorporated in the land reclamation or disposal area Note 1 to entry: Example: material placed outside the boundary of the land reclamation or material carried out of a land reclamation by the outflow of dredge process water. 3.21.2 volume losses reduction in volume due to handling, placing, compaction and settlement 3.22 maintenance dredging activity of keeping, for instance, previously dredged areas, existing watercourses and harbour basins at the required nautical and/or hydrological depth by removing siltation 3.23 mechanical dredging dredging that removes material by mechanical action, without the use of pumps SIST EN 16907-6:2019
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