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Summary
THE COMPANY
Overview page 2
History page 3
Techniques page 4 to 5
MENARD SOLTRAITEMENT Around the World page 6 to 7
THE SOLUTIONS
Transportation Construction (Roads, Railways) page 8
Heavy Industrial Construction and Storage Areas page 9
Platform Construction (Ports, Airports) page 10 to 11
Commercial Construction (Warehouses) page 12
Airbus Factory (EADS) in Hamburg - Germany
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THE COMPANY
Overview
A Full Service
With the geotechnical know-how gained through the completion of thousands of contracts, MENARD
SOLTRAITEMENT consistently delivers the essentials for success: a firm price, a reliable schedule,
predictable construction and a commitment to excellence in both construction and service.
A Turnkey Solution
Based on the preliminary soil investigations and on the type of structure to be built, MENARD
SOLTRAITEMENT selects the most appropriate soil improvement technique. The selection process
is based on soil, structure and environmental constraint analyses. MENARD SOLTRAITEMENT
engineers then carry out detailed design studies; the subsequent construction is
performed by dedicated teams available in more than 50 locations worldwide.
State-of-the-Art Technology
MENARD SOLTRAITEMENT has improved and developped many new soil improvement methods
over the past 30 years. A fundamental objective for the company is to lead the soil improvement
industry by applying accrued efficiency, dependability and cost-effectiveness to each project. This
objective applies to methods relating to in situ measurement and monitoring, finite element methods,
as well as optimizing the use of conventional construction equipment in the field.
From design to construction, MENARD SOLTRAITEMENToffers a complete service for improving soils.
MENARD SOLTRAITEMENT techniques are cost-effectivealternatives to deep foundations.
Nice Airport - France
2
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THE COMPANY
3
HistoryThe history of MENARD SOLTRAITEMENT has been
punctuated with a series of world firsts, each
demonstrating the companys inherent capacity toinnovate. Today, MENARD SOLTRAITEMENT is a major
player on the construction stage.
Singapore Airport - First vertical drain to 43 m depth.
Nice Airport - France - Deepest Dynamic Compaction Jobsite, 27 m (4 000 tm).
European Space Center - French Guyana - 300 tons highest load test on DR pillar.
Airbus Industries in Hamburg - Germany - Largest single contract value for soil improvement.
1977
1978
1989
1998
2001
Jangyoo sewage treatment plant - South Korea - Largest induced settlement on a soil improve-ment jobsite (5.5 m).
Invention of DYNAMIC COMPACTION (DCTM) for sandy soils.
Development of DYNAMIC REPLACEMENT (DRTM) for clayey soils.
Development of Controlled Modulus Columns (CMCTM).
First MENARD VacuumTM application in France.
First major contract outside France: Changi Airport, Singapore.
1969
1975
1977
1955
1988
1994
Invention of the MENARD Pressuremeter.
Submarine Compaction - Kuwait
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Techniques
THE COMPANY
The diagrams below and on the
next page illustrate the selectionof a soil treatment technology as a
function of structure, soil type and the
depth of the compressible soil.
Legend
SC STONE COLUMNS
VC VIBRO COMPACTION
DCTM DYNAMIC COMPACTION
HDCTM HIGH DYNAMIC COMPACTION
DRTM DYNAMIC REPLACEMENT
CMCTM CONTROLLED MODULUS COLUMNS
MVTM MENARD VACUUM
JG JET GROUTING
VD VERTICAL DRAINS
Depth ofcompressiblesoils
5 m
10 m
15 m
20 m
30 m
25 m
TransportationConstruction
(Roads, Railways)
PlatformConstruction
(Ports, Airports)
CommercialConstruction(Warehouses)
Heavy IndustrialConstruction and
Storage Areas
Below 2 m - Soil substitution
SC / VC / VD
DRTM/ DCTM
JG
CMCTM
4
MENARD soil improvement techniques meet the most
demanding requirements. They comprise two basic
options.
700 tm DynamicCompaction Equipment
MENARD Design
Improvement withoutadditional material
For granular soils (sand, gravel), densification is
achieved by compaction or vibratory methods. For
cohesive soils (clay, silt), consolidation by pre-loading by
constructing an embankment or applying vacuum
(Menard process) can be significantly accelerated
through the use of a drainage system.
MVTM
/ VD
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CMC RigMENARD Design
5 m
0 m
5 m
0 m
0 m
Depth ofcompressible
soils
5 m
Loadintensity
DRTM DCTM
HDCTM
VC
CMCTM
DCTM
MVTM
CMCTM
JG
JG
SC
Improvement with
additional material
These techniques consist in making flexible, rigid orsemi-rigid vertical inclusions in the compressible soil
layers. These inclusions are laid out following a regular
surface grid. The good quality material used are either
dry and cohesionless (stone columns and dynamic
replacement pillars) or grout based products (controlled
modulus columns and jet grouting). The resulting
consolidated soil layer behaves like a composite material
with improved characteristics.
Clay and silts Sand andgravels
Weatheredrocks
Chalk, marl
THE COMPANY
Techniques
VD
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Menard Soltraitement around the w
6
THE COMPANY
Dynamic Compaction
Vertical Drains
Stone Columns(Bottom Feed)
Controlled ModulusColumns
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rld
MENARD SOLTRAITEMENT's services are available all around the world, through itssubsidiaries and agents. This worldwide network with bases in almost 30 countries allowsMENARD SOLTRAITEMENT engineers to meet the most ambitious needs of their clients allaround the world.
The Scientific Division and Technical Department of MENARD SOLTRAITEMENT make innovationsand know-how available to everyone within the group. Thus, each client benefits from solutionsthat have been tried and tested in several completed projects.
7
www.menard- so l t ra i t ement . com
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Transportation Construction -Roads, Railways
THE SOLUTIONS
For transportation engineers, it is oftendifficult to avoid building on highlycompressible soils. For example, in the
case of crossing wetlands and rivers, it isnecessary to consolidate the in-situ soil inorder to avoid slope failure of the futureroad embankments during construction.Preconsolidation of the most compressibleareas is necessary to prevent long termcreep settlement. The consolidated soilfoundation will increase the service life ofthe road pavement, thus reducing life-cyclecosts for the roadways and structures.Approach embankments which lead tobridge structures can produce critical loadsin subsurface soils up to 20 t/m2. Thedesigns for these foundations often requireintensive treatment to improve the soils.
Objectives- reduce long-term differential settlement;
- guarantee circular stability of high embankments.
References:ASF, Camrail, Deutsche Bahn, Eurotunnel, FederalHighway Authorities, Korea Rail Road Authority, P.L.U.S.Malaysia, SNAM, US Department of Transportation,Scetauroute, SNCF.
Menard Vacuum consolidationTM
under the Boutonne river ofapproach embankments forA537 expressway (France).
Strengthening by VacuumTM
of the Eurotunnelrail station at Coquelles
(France). View of the stationafter construction.
Soil Improvement byCMCTM, below access
embankments to bridge.View of site after erection of fill.
Impervious Layer
Access Embankments
Stone ColumnsMenard VacuumTMDynamic
Replacement Pillars+
Preloading & Drains
Very soft Clays, Bay Mud, Peat, Compressible Silt
Compressible Soil
up to 50 mSubstratum 60 - 100 cm
Installation of verticaldrains at 25 m depth in clay
under the Rabat-Laracheexpressway (Morocco) to
consolidate the road
embankments by preloading.
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Heavy Industrial ConstructionStorage Areas
Identifying the most effective foundationsystem, which guarantees smooth and safeperformance over time, is the objective for
MENARD engineers. This is especially truewhen dealing with compressible soils. Themost cost-effective foundation system oftenrequires using multiple soil improvementtreatment techniques that take into accountthe variety of soil properties and loadconditions.The most frequent challenges are:- support of uniform heavy loads (water, oil,
gas storage) and concentrated loads(industrial, infrastructures, pipe-racks),
- reduction of total and differentialsettlements to within acceptable limits.
Objectives
- provide bearing capacity of up to 20 t/m2;
- allowable isolated loads of up to 300 t;
- reduce differential settlements to around 1/1000.
References:ABB, Agip, Amoco, Bayer AG, Bechtel, Caltex-Exxon/Mobil, Chevron, China Petroleum Corp., Elf/Antar,Formosa Plastics, Foster Wheeler, JGC, Mitsubishi HeavyIndustries, Mobil/NNP, Parsons, Pchiney, Phillips
Petroleum, Saudi Royal Commission, Technip, Total,Petronas.
Consolidation usingpreload & dynamic replacementin Tsing I & II Hong Kong oilstorage.
(China Petroleum Company)
Menard Vacuum TreatmentTM
to preload 40 m of very softmarine mud at Pusan(South Korea) sewagetreatment plant. View of
the membrane duringthe Vacuum application.
Turnkey foundation systemincluding preloading,Dynamic replacement underinfrastructures. Jet groutingunder heavy tanks.
Pusan sewage treatmentplant after heavy tanks soilimprovement and construction(Korea).
Substratum
UsinesVoiries
HangarsBacs
80 - 1,20 M.
Dynamic ReplacementVertical DrainsControlled Modulus
ColumnsJet
Grouting
THE SOLUTIONS
Factories
Roads
WarehousesTanks
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THE SOLUTIONS
0
Platform Construction -
Construction projects at ports and airportsinvolve vast amounts of land area. Often theland needed is reclaimed from wetlands or
in water by using dredged or imported fillmaterials. This presents a challenge for theengineer to identify an economical means toimprove such large quantities of soil.
Objectives:- self-bearing of fill;
- long term residual settlement.
References:Port of Dunkerque, Port of Guadeloupe, Port of Hamburg,Port of Le Havre, Port of Kaohsiung, Port of Long Beach,Port of Lubeck, Port of Nantes St Nazaire, Port ofSingapore, Port of Paris, Port of Pusan, Port of Taichung,
Port of Uddevalla, Port of Wismar.
Installation of DynamicReplacement Pillars
under the Kourou Railway(French Guyana) between
Ariane 5 construction areaand launching pad.
Port of Wismar (Germany) -
Pre-consolidation of the TPC(22,000 m2) using Menard
Vacuum ConsolidationTM.
Port of Lubeck (Germany) -Consolidaton of Baymud.
Typical cross-section of Portof Lubeck after construction.
Controlled Modulus ColumnsDynamic ReplacementStones Columns
+
Preload
COHESIVE SOILSClays, silts, peat
Substratum200 - 250 cm60 - 80 cm
COHESIVE SOILS
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The engineers primary objective is to use asoil treatment which stabilizes the fill forboth short-term and long-term performance.
Working with the owner, Menard engineersselect the most effective treatment whichwill increase the bearing capacity under theproposed structures. Menards engineeredsolutions consider a range of potential soilconditions and natural events, includingliquefaction mitigation in seismic areas.
Objectives:
- self-bearing of fill;
- increase surface bearing capacity;
- liquefaction mitigation (seismic areas).
Dynamic Compaction ofMacau International Airportsapron.
Treatment to a depth of 15 musing vibro compaction inPasir Pajang (Singapore).
Consolidation by Dynamicconsolidation in Osaka(Japan) airports artificial
island using a Tripode with1400 TM energy (drop heighttimes pounder weight).
THE SOLUTIONS
Dynamic CompactionVibroflotation
GRANULAR SOILSGravel, sand, fill
11
GRANULAR SOILS
ports and airports
ReferencesPort of Beyrout, Port of Long Beach, Port of Singapour,Hong Kong Airport, Macao Airport, Nice Airport, OsakaAirport, Singapore Airport.
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THE SOLUTIONS
2
Commercial construction - warehouses
Loads induced by commercial structures,
such as slabs-on-grade and footings, are
well adapted to soil improvement technolo-
gies.
Depending on the in-situ soil properties,
Menard engineers rely on three particularly
cost-saving foundation systems: Dynamic
ReplacementTM, Stone Columns, Controlled
Modulus ColumnsTM
Objectives:- Allow concentrated loads up to 200 t;
- Allow uniform floor loads up to 7 t/m 2;
- Reduce differential settlement to around 1/1000
References:Auchan, BEG, Black & Veatch, Casino, Calberson,Carrefour, Castorama, CIA, CVZ, Danzas, Dcathlon,Eurod isney, IEE, Intermarch , Lec le rc , Met ro ,Novatrans, Samsung, Stockalliance.
Steel structure warehouse
with 80 ton footingsand 3 t/m2 slabs loading.
Outside view of alogistic warehouse
founded on DRTM pillars.
Multi-level storageon slabs. Uniform
loading max of 5 t/m2.
Max allowable differentialsettlement: 0.8/1000.
Commercial building,pillars and slabs structure.
GSF TM
Global Cost Effective Foundation System.
Stones Columns Dynamic
Replacement
Controlled Modulus Columns
Substratum
Compressible
Soil
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AustraliaMENARD RepresentativeAUSTRESS FREYSSINET PTY LTD37, Prime Drive
Seven HillsSYDNEY N.S.W. 2147Tel.: (61.2) 96 74 40 44Fax: (61.2) 96 74 59 67E-mail: [email protected]
BelgiumMENARD RepresentativeFREYSSINET BELGIUM N.V.Harensesteenweg 2991800 VILVOORDETel.: (32.2) 252 07 40Fax: (32.2) 252 24 43
E-mail: [email protected]: Claude MORTIER
CanadaMENARD RepresentativeREINFORCED EARTHCOMPANY LTDThe Enterprise Centre1550 Enterprise Road, Suite 229Mississauga ONTARIO L4W 4P4Tel.: (1.905) 564 0896Fax: (1.905) 564 2609Contact: Peter WU
EgyptMENARD RepresentativeFREYSSINET EGYPT
76 El-Mahrousa Street12411 El-MohandseenGISATel.: (20.2) 303 69 65Fax: (20.2) 345 52 37Contact: Seif El SAWAH
FranceMENARD SOLTRAITEMENTZone de la Butte
2, rue Gutenberg BP 2891620 NOZAYTel.: (33) 1 69 01 37 38Fax: (33) 1 69 01 75 05E-mail:[email protected]: Philippe LIAUSU
GermanyMENARD DYNIV GMBHHeim-Sass-Weg 2122129 HAMBURG
Tel.: (49.40) 30 23 98-0Fax: (49.40) 30 23 98-25E-mail: [email protected]: Jean-Luc CHAUMENY
GreeceMENARD RepresentativeFREDRA S.A.5th Km. Pajanis Markopoulou Road19400 Koropi, ATHENSTel.: (30.1) 60 20 500Fax: (30.1) 62 27 748
E-mail: [email protected]:Manos DIMITROPOULOS
Hong KongMENARD RepresentativeFULIGHT ENGINEERING LTDOffice n507, 5F Tower 2Silvercord, 30, Canton RoadTsimshatsui, KowloonHONG KONGTel.: (852) 2398 1022Fax: (852) 2787 4895E-mail: [email protected]
Contact: Peter LAM BUI
IndonesiaMENARD RepresentativePT FREYSSINET TOTALTECHNOLOGYJ.L. Prof Dr SUPOMO SH # 45B-CJAKARTA 12810Tel.: (62.21) 830 02 22Fax: (62.21) 830 98 41E-mail: [email protected]
IrelandMENARD RepresentativeREINFORCED EARTH CO.Industrial Estate -Newbridge
Co. KILDARETel.: (353) 4543 1088Fax: (353) 4543 3145E-mail: [email protected]: Martin GRACE
ItalyMENARD RepresentativeFREYSSINET TERRA ARMATAS.P.A.Via Giulio Vincenzo Bona, 10100156 ROMETel.: (39.06) 41 87 71
Fax: (39.06) 41 87 72 01E-mail: [email protected]: Giovanni MUCCIACCIA
KoreaSANGJEE MENARDRoom 609Daejong Building, #143-48Samsung Dong, Kangnam GuSEOULTel.: (82.2) 58 79 286Fax: (82.2) 58 79 285E-mail:[email protected]
Contact: Frdric MASSE
MalaysiaMENARD GEOSYSTEM SDN BHDN27B, 2nd floor, Jalan USJ 10/1AUEP Subang Jaya,47620 Petaling Jaya - SELANGORTel.: (60.3) 5632 15 81Fax: (60.3) 5632 15 82E-mail: [email protected]: Kenny YEE
Mexico
MENARD RepresentativeTIERRA ARMADA S.A. de C.V.Gauss N9 Despacho 301Col. AnzuresC.P. 11590 MEXICO, D.F.Tel.: (52.55) 5254 54 00Fax: (52.55) 5254 86 65E-mail: [email protected]
Offices Around the WorldSOLTRAITEMENT
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NetherlandsMENARD RepresentativeTERRE ARMEE BVP.O. Box 72204800 GE - BREDATel.: (31.76) 531 93 32Fax: (31.76) 531 99 43E-mail: [email protected]
Philippines
MENARD RepresentativeJMA CORPORATIONPlatinium 2000, Suite 303, 3rd floorN7 Annapolis Street, GreenhillsSan Juan, METRO MANILLATel.: (632) 727 3531Fax: (632) 723 5928E-mail: [email protected]: Johnny ARANETA
PolandMENARD RepresentativeFREYSSINET Polska SP.ZO.O.Ul. Mala 505-822 MILANOWEKTel.: (48.22) 792 13 86Fax: (48.22) 724 68 93E-mail: [email protected]: Krzysztof BERGER
PortugalMENARD RepresentativeTERRA ARMADA LDARua Padre Amrico, n8-BEscritorio 21600-548 LISBONTel.: (351.21) 716 16 75
Fax: (351.21) 716 40 51E-mail: [email protected]
RomaniaMENARD RepresentativeFREYROM S.A.40-50, rue Chitila TriajSector 1BUCARESTTel.: (40.1) 220 35 50Fax: (40.1) 220 45 41
SingaporeMENARD Representative
REINFORCED EARTH (S.E.A.) PTE LTD511 Kampong Bahru Road# 05-06 Keppel DistriparkSINGAPORE 099 447Tel.: (65) 272 00 35Fax: (65) 272 93 53E-mail: [email protected]: Alex WONG
South AfricaMENARD RepresentativeREINFORCED EARTH PTY LTD2nd floor, 1 Park Road Richmond
Cnr, Menton & Park RoadsRICHMOND 2092JOHANNESBURG (Gauteng)Tel.: (27.11) 726 6180Fax: (27.11) 726 5908E-mail: [email protected]
SpainMENARD RepresentativeFREYSSINET S.A.C/ Melchor Fernandez Almagro, 2328029 MADRIDTel.: (34.91) 323 95 50Fax: (34.91) 323 95 51E-mail: [email protected]: Teresa PEREZ
SwitzerlandMENARD RepresentativeFREYSSINET S.A.15 Postal 111Z.I. Le Grand Pr1510 MOUDONTel.: (41.21) 905 48 02Fax: (41.21) 905 11 01E-mail: [email protected]
TaiwanMENARD RepresentativeASIA WORLD ENGINEERING& CONSTRUCTION (AWEC)
Far East World Center7F-2, N81, Sec 1, Tai wu RoadHsichihTaipei County,TAIWAN, REPUBLIC OF CHINATel.: (886.2) 2698 4988Fax: (886.2) 2698 0202E-mail: [email protected]: Zue-Min HWANG
ThailandMENARD RepresentativeFREYSSINET THAILAND LTD
15th floor, Sethiwan Tower,139 Pan road, SilomBANGKOK 10500Tel.: (66.2) 266 6088Fax: (66.2) 266 6091E-mail: [email protected]
TurkeyMENARD RepresentativeREINFORCED EARTH A.I.S.c/o ZetasSilahtarbahe SkSoyak Sitesi Selamiali MahB7 Blok D181150 SKDAR - ISTANBULTel.: (90.216) 492 8424Fax: (90.216) 492 3306E-mail: [email protected]
United Arab EmiratesMENARD RepresentativeFREYSSINET MIDDLE EAST LLCPO Box 28752ABU DHABITel.: (971) 2 445 88 18Fax: (971) 2 445 88 16E-mail: [email protected]
United KingdomMENARD RepresentativeREINFORCED EARTH COMPANY LTD7 Hollinswood CourtStafford Park 1TELFORD TF3 3DETel.: (44.1) 952 201 901Fax: (44.1) 952 201 753E-mail: [email protected]: Patrick NAGLE
USA-WestMENARD SOILTREATMENT764N. Cypress St.,Orange CA 92867Tel.: (1.714) 288 84 47Fax: (1.714) 639 87 01E-mail: [email protected]: Charles SPAULDING
USA-EastDGI - MENARD275, Millers Run RoadBridgeville PA 15017-1321Tel.: (1.412) 257 2750Tel.: (800) 326 6015 (USA only)Fax: (1.412) 257 8455E-mail: [email protected]: James WARREN
VenezuelaMENARD RepresentativeTIERRA ARMADA CAAv El Parque Cruce/Av Andrs BelloEdificio Oficentro Piso 5, Oficina 5-B
San BanardinoCARACASTel.: (58.212) 574 90 38Fax: (58.212) 574 77 50E-mail: [email protected]
VietnamMENARD RepresentativeFREYSSINET INTERNATIONAL ET CIERepresentative Office2, rue Trieu Quoc DatHANOITel.: (84.4) 826 14 16Fax: (84.4) 826 11 18