Ny arbeidsgruppe WG 144
Publisert 3. september 2009 av Helge Moen
Siviling. Jann Eliassen as er oppnevnt som nytt medlem i WG 144:Working Group nr. 144 (MarCom) "Classification of soils and rocks for the maritime dredging process". Les mer om arbeidsgruppens oppgaver her:
Version June 2009
MarCom WG 144
Terms of reference
Classification of soils and rocks
for the maritime dredging process
1. Historical background
In 1972 an International Study Commission produced a report on the
"Classification of Soils to be dredged" (Bulletin No 11, Vol1 ,1972). The report
included recommendations to procedures for identification, general classification,
sampling and testing of soils and rocks.
In 1984 PTC II proposed a revision of the report prepared in 1972 (Bulletin No 47,
1984). It presents a clearly structured, but limited overview of a classification of
soils and rocks generally based on the British Standards (BS 5930), related
laboratory and in-situ testing and sampling procedures.
The report concentrates on the dredging process, i.e. the process of
loosening/cutting soils and rocks.
Most of the information is presented in tables reducing the size of the report to a
handy document of only 14 pages.
2. Objective of the study
Although the objective and the setup of the report may not have to been changed,
more recent views, knowledge and developments justify a revision of the report.
Moreover, the booming of the dredging industry requires recommendations for the
complete dredging process. So not only the dredging performance should be
considered but also the hydraulic transport and the suitability of the dredged
material as a fill.
This calls for an international uniform system of classification of soils and rocks.
3. Earlier reports to be reviewed
PTC II-report: Classification of soils and rocks to be dredged.
4. Matters to be investigated
The dredging process usually comprises four main stages:
1. excavation, comprising the loosening, fragmentation or cutting of the soil or
rock
2. raising the excavated material to the surface by hydraulic or mechanical
methods
3. transport of the excavated material to a reclamation or disposal area
4. disposal or use the dredged material.
Version June 2009
One of the following types of equipment is typically employed for the first and
second stages:
- Trailing suction hopper dredger.
- Stationary suction dredger.
- Cutter dredger.
- Dredging mill.
- Grab on pontoon on or vessel (with or without hopper).
- Backhoe on pontoon or on vessel (with or without hopper).
The third stage (transport) does not require additional equipment when a hopper
dredger, or other vessel capable to transport the dredged material, is used. In
case of stationary dredgers, this stage may require separate (hopper) barges,
berthing alongside the dredger, or pipelines in which the material is transported
as a soil-water slurry.
The fourth stage (disposal) may be done using bottom doors (hoppers), pumps,
specially shaped pipe-ends (sometimes onshore; sometimes attached to a special
pontoon), grabs or other equipment.
The choice of dredger type and the other equipment depends to a large extent on
the soil and rock characteristics.
The main objectives of the working group are to establish:
- the physical and mechanical properties of the materials that influence the
dredging and transport processes.
- the suitability of materials for land reclamation.
- the physical and chemical properties of the materials with respect to the
transport processes and/or fill at the deposition.
Environmental aspects are beyond the scope of this working group.
5. Suggested final product of the Working Group
The report should propose a detailed classification of soils and rocks with
recommendations for clients, consulting engineers and contractors involved in
dredging projects.
As the handy size of the 1984-report was very much appreciated by the users an
attempt to the same volume should be made.
6. Desirable disciplines of the members of the Working Group
The Working Group members should represent the different parties involved in
dredging projects: clients, consulting engineers, contractors and shipbuilders.
Furthermore a close cooperation with the International Society for Soil Mechanics
an Geotechnical Engineering (ISSMGE) and the International Association of
Dredging Companies (IADC) is of the first importance.
Kommentarer til artikkelen kan sendes til Helge Moen (helge.moen@kystverket.no)
