Chances & Limits of Soil Conditioning
Transcript of Chances & Limits of Soil Conditioning
Chances & Limits of Soil ConditioningPrague, 16th June 2008
Lars LangmaackBASF Construction Chemicals, UGC Underground Construction Group
TBM choice by geologyin soft ground
Lyon (F) ‘96NFM EPB, Ø=10.98m1.5-3 bar waterFoam + Polymer + Bentonite
Botlek (NL) ‘99HK EPB, Ø=9,76m3.6 bar waterFoam + Polymer
Aviles (ESP)‘99Lovat EPB, Ø=3.4m2.5 bar seawaterFoam + Polymer
Toulouse (F) ‘03HK EPB, Ø=7.72mmainly under water tableFoam + Anti-Clay
Torino (I) ‘2004Lovat EPB, Ø=7.7mmainly abovewater tableFoam + Polymer
BARCELONA ‘03HK EPB, Ø=12.06m2.0 bar water foam + polymer + filler suspension
Where can EPB machines be used?weak ground under groundwater pressure
0.001 0.010 0.100 1 10 100
clay silt sand gravel
100
90
80
70
60
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40
30
20
10
0
Particle size [mm]
very coarse, frictioned soiluse Foam & special Polymers
+ fine filler
silty sandsuse Foams
coarse, frictioned soiluse Foam & Polymers
clay adhesion & clogginguse foam and
anti-clay-additives
change of clay behaviourwith Rheosoil anti-clay-additives
Bologna Clay + water & foam
Bologna Clay +foam & Rheosoil
Hartgesteins-Chips, Stollen BodioFeinkornanteil reduziertÜberschuß an Wasser
how do polymers work ?
MEYCO Fix SLF P1MEYCO Fix SLF P2
foam with 5% SLF P1too much polymer usedblock creation
Singapore Metro - Polymer P1
only foam usedwater content too high
foam with 3.5% SLF P1 acceptable situation2-3% polymer would be sufficient
Flexibility of soil conditioning agents
Foam
Polymer (coarse soil, groundwater)
Anti-Clay-Agent (clay, silt)
Anti-Abrasion / Anti-Dust-Agents
MEYCO Fix SLF 30MEYCO Fix SLF 33MEYCO Fix SLF 41
MEYCO Fix SLF P1MEYCO Fix SLF P2
Rheosoil 211Rheosoil 212Rheosoil 143
MEYCO Fix ABR 2MEYCO Fix ABR 3MEYCO Fix ABR 5
effect of structurizing polymers
2,5 bar sea water pressureuse of foam
2,5 bar sea water perssureuse of foam & polymer
Toulouse Metro L2soil conditioning in difficult groundconditions
Alban Martinotto, Campenon Bernard S.A. (Group Vinci)Lars Langmaack, BASF Construction Chemicals (UGC)
The TBM
Herrenknecht EPB TBM S-208• shield length: 8,50m• shield diameter: 7,750m• cutterhead diameter: 7,785m• TBM speed ≤ 80 mm/minute• EPB pressure ≤ 3 bar. • installed power: 2.000 kW, • driving force: 55,75 kN• jack force: 6.000 tons.
Segments• diameter: 6,80m (5+1) • lenght: 1,40m• thickness: 340mm. • total segment number: 26.000 • total muck excavation: 225.000m³
or 517.000 tons.
no pressureopen mode
> =water pressure
importance of EPB driving modesin soft ground
=soil pressure
+ water pressure
p [bar]
earth pressure
air pressure
Toulouse Metro projectsieve curves
Toulouse (F) ‘2003HK EPB, Ø=7.72mmainly under water tableFoam + Anti-Clay-Agent
Toulouse soil parameters(clogging risk after Thewes)
0,3
0,4
0,5
0,6
0,7
0,8
0,9
1
1,1
1,2
1,3
1,4
1,5
0 10 20 30 40 50 60 70
Plasticity Index
Toulouse Molasse
high clogging risk
medium clogging risk
low clogging risk
Toulouse Metro projectconditioned soil comparison
homogeneous & plastic soil with SLF 30 and Rheosoil 211
dry excavation
Toulouse Metro Lot 2 cutterhead comparison
plastic mode & full chamberwith Rheosoil®
dry mode & empty chamber
Landfill of excavated soil in Toulouse
Lixiviation data (24h, DIN 38-414 4)Acute toxicity tests (Daphnids, NF EN ISO 6341)