Special Geotechnical Applications Complex Retaining ... piles Ø1.00/1.50m, length 11.00m with...
Transcript of Special Geotechnical Applications Complex Retaining ... piles Ø1.00/1.50m, length 11.00m with...
4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, AthensTel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858
Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr
Special Geotechnical ApplicationsComplex Retaining Systems and StructuresElefsina – Korinthos – Patras – Pyrgos - Tsakona Motorway, Concession Project Central & Southern Greece
ProjectFinal Designs for construction of retaining wall system with single ordouble pile-walls and application of permanent prestressed anchorsfor the secure execution of highway works in adverse geotechnicaland geometrical areas
Construction CostTotal project’s cost: approx. € 9 m.
Project ScheduleDesign: 2009 - 2011Construction: -
Project DescriptionTotal length of complex retaining systems: ~1000mMaximum height of retaining systems: 35 m
GeologyPliocene and Plio-pleistocene Marls, Conglomerates, Alternations ofMarl-Conglomerates, Alluvial Deposits, Weathered slope materials,Sands, Gravels, Clay-Silts
Our Services• Geotechnical interpretation and design parameter assessment• Geotechnical parameters optimization with slope stability back
analysis• Specific load check of the retaining system from random sliding
surfaces• Serviceability check of the retaining system• Check and dimensioning of prestressed anchors according to
EC7• Assessment and determination of the seismic load according to
the area’s geotechnical profile• Final Detailed Design
Clients• OLYMPIA JOINT VENTURE
(HOCHTIEF Construction AG - AKTOR S.A.)• AKTOR S.A.
Cross Section of retaining wall at geometrically adverse areas
Κεφαλόδεσμος από οπλισμένο σκυρόδεμα C30/37διαστάσεων 1.35mX1.10m (πλάτος X ύψος)Pile Cap 1.35mX1.10m (width X height)with C30/37 reinforced concreteαπόστραγγιστική τάφρος
Dra inage trench
Πέτασμα οπλισμένου σκυροδέματοςC30 /37 στατικού πάχους 25cmFinal lin ing of reinforced concreteC30 /37, 25cm static thickness
Τοίχος προστασίας επίχωσηςαπό οπλισμένο σκυρόδεμα C30/37Protection wall o f backfillingwith C30/37 reinforced concrete
Existing ground level from Road Design
ΕπίχωσηBackfil
Λεπτομερής τοπογραφική απότύπωση από επιτόπου εργολάβο AW1Detailed topographical survey by AW1 contractor
hydraulic arrangementsΔιάτρητος τσιμεντοσωλήνας Φ200με ελάχιστη κλίση 1%Perforated cement pipe Φ200with minimum 1% inclina tion
Στραγγιστήριο με γεωύφασμα κα ι χονδρόκοκκουλικό σύμφωνα με παρ.38 της Τ.Σ.Υ.Drain from big size granu la r material coveredwith geotextile according to pa r. 38 of T.C.C.
Φρεατοπάσσαλο ι από οπλισμένο σκυρόδεμα C20/25διαστάσεων Ø1.0 0/1.50 m, μήκους 11 .00mBored piles Ø1.00/1.50m, length 11.00mwith C20/25 reinforced concrete
Μόνιμες περιφραγματικές απόστραγγιστικές οπές μήκους 10.0m,ονομαστικής διαμέτρου 3 '', ενδιαμέσως των πασσάλων, μεανωφερική κλίση 10°, με δύο απόστραγγιστικούς σωλήνες απόPVC (π.χ. διπλοί σωλήνες DURVINIL ), με υλικό φίλτρουαπότελούμενο από θερμοπλαστικές σφαίρες ή χαλαζιακή άμμο.Permanent double wall screen drainage holes, 10.0m long,nominal d iameter 3'', between the piles, with 10° minimum upwardinclination, consisting o f two concentric drainage PVC pipes (e.g.DURVINIL double wall screen), with filtering material which iscomposed by thermoplastic spheres or quartz sand.
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Σκυρόδεμα διαμόρφωσης κλίσεων C8/10 10εκConfigu ration concrete C8/10 10cm
Φράχτης ανάσχεσης βραχοπτώσεων ο οποίοςθα καθοριστεί σε επόμενη φάση μελέτηςRockfall protection barrier which should bedefined a t a next design phase
Εγκοπή επί του πετάσματος (Λεπτ."Α")Slot on the pile lining (Detail "A")
Σκυρόδεμα εξομάλυνσης C8/10 10εκLean concrete C8/10 10cm
3.50
9.00
8.50
9.50
7.00
16.50
17.50
Μόνιμα προεντεταμένα αγκύρια μήκους , αριθμού τενόντωνκαι φορτίου προέντασης ως σχετικό πίνακα.Εναλλάξ εφαρμογή κλίσης αγκυρίων 5° και 15° ανά πάσσαλο.P ermanent p re-stressed anchors with length, number ofstrands and p restressed load according to the relevant table.Varia tion of anchor inclination from 5° to 15° per pile.
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30L
Cross section of composite retaining system with prestressed anchors
Cross section of composite triple retaining system with prestressed anchors
4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, AthensTel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858
Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr
Special Geotechnical Applications
Retaining Works inside a Landslided AreaPathe Section Maliakos – Kleidi Motorway, Concession Project Central Greece
ProjectConstruction of retaining wall system with single or double pile-wallsfor the secure execution of highway works inside landslided area
Construction CostTotal project’s cost: approx. € 1,5 m.
Project ScheduleDesign: 2010 - 2011Construction: -
Project DescriptionConstruction of retaining wall system with single or double concretecantilever pilewalls for the secure execution of highway works insidea landslided areaTotal length of pilewall system: ~300mMaximum height of pilewall system: 10mTotal slope height: 30m
GeologyThe bedrock of the landslide area includes ophiolite rocksThe overlying soil materials consist of a sequence of slided masses
Our Services – Design Details• Detailed final design of permanent open cut• Geotechnical interpretation and design parameter assessment• Special design and dimensioning of the pile system with finite
elements software• Specific load check of the retaining system from random sliding
surfaces• Serviceability check of the retaining system• Assessment and determination of the landslided area’s seismic
load
ClientMALIAKOS KLEIDI CONSTRUCTION JV(HOCHTIEF - AKTOR – J&P AVAX – VINCI CGP – AEGEK – ATHENA)
Foot-wall founded on conventional embankment in combination with EPS fill
Layout depicting the landslided areas
Plan view of the excavations and the retaining system structure
Cross Section with double retaining wall pile series
4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, AthensTel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858
Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr
Special Geotechnical Applications
Mechanically Stabilized Earth WallsPathe Section Maliakos – Kleidi Motorway, Concession Project Central Greece
ProjectMechanically Stabilized Earth Walls with height 10-16m constructed by gabions as retaining walls or bridge abutments
Construction CostTotal project’s cost: approx. € 5 m.
Project ScheduleDesign: 2009 - 2011Construction: 2011 -
Project DescriptionMechanically Stabilized Earth Walls with height 10-16m constructed by gabions as retaining walls or bridge abutmentsTotal MSEW length: ~500mMaximum height: 10-16mMSEW slope: 85o up to vertical
GeologyGU 10 ~ 14: Recent deposits, PhyllitesGU 16 ~ 19: Recent deposits, ophiolithic sequence, limestones
Our Services – Design Details • Final Detailed Geotechnical Design • Geotechnical interpretation and design parameter assessment• Stability evaluation of MSEW with specialized software• Internal and External stability checks• Appropriate Geogrid application according to fill material
characteristics• Gabion modulation in geometrically complex areas
ClientMALIAKOS KLEIDI CONSTRUCTION J/V(HOCHTIEF – AKTOR – J&P AVAX – VINCI CGP – AEGEK – ATHENA)
Excavation layout of MSEW foundation area
Plan view and details of grid and gabion connection
Longitudinal section of MSEW bridge abutment
4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, AthensTel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858
Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr
Special Geotechnical Applications
Jet Grouting Diaphragm Wall Egnatia Highway, Section 2.4 – 3.1Northern Greece
ProjectJet Grouting diaphragm wall, for the reduction of water inflows in order to construct the foundations of M2 to M6 piers of T10 bridge at Metsovitikos River
Construction CostTotal cost: approx.€ 6 m.
Project ScheduleDesign: 2007Construction: 2007-2008
Project Description • Jet Grouting diaphragmatic wall with secant ground piles• Central diaphragm wall, with 3 rows ground piles• 4 additional diaphragm walls at the foundation areas of the piers• Diameter: Ø 80, Length 10m-20m• Total Walls Length: 365m
Geology • Riverbed deposits (sands, breccia argillaceous materials)• Conglomerates with high permeability• High river flood discharge• High groundwater table
Our ServicesDetailed Final Geotechnical Design
Construction Details• Dam construction for the arrangement of the riverbed • Rip - rap construction for the protection of the main diaphragm
wall
Client AKTOR S.A.
Jet grouting Construction Stages
4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, AthensTel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858
Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr
ProjectRetaining wall for the protection of the highway
Construction CostTotal cost: approx. € 2,1m.
Project ScheduleDesign: 2003Construction: 2003 - 2004
Project DescriptionRetaining wallLength: 375mHeight: 2,0m-9,75m
GeologyLimestones, scree in a seismically active area
Our ServicesDetailed Final Geotechnical & Structural Design
Construction Details• 32 concrete sections• Surface foundation in 16 sections• Pile foundation in 6 sections
ClientAKTOR S.A.
Retaining Wall
Retaining Wall T16PATHE Highway, Kakia Skala SectionCentral Greece
Typical cross sections
Construction of piles for the foundation of the retaining wall
4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, AthensTel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858
Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr
Project2-floor underground parking facilities in 2-floor store building
Construction CostTotal cost: approx. € 0,3 m.
Project ScheduleDesign: 2005Construction: 2005 - 2006
Project DescriptionLength: 65mWidth: 40mDepth: 8m
Construction MethodPile anchored walls Modulation of excavation slopes with gradient 1:1 in 1 or 2 benches
GeologySoil materials (clay, clayey sand)Clayey marlAquifer
Our Services• Final detailed design • Construction drawings of the retaining structures
Construction Details• Construction of 3 pile walls: 15m up to 29m length with
reinforced concrete piles Φ0,8 of total length 6-8m, incombination with cap beams of height 1,1m and width0,9m
• Installation of shotcrete over the piles surface• Construction of drainage wholes• Construction of 6 pumping shafts with cross section
Φ800
ClientΑΚΤΟR S.A.
Underground Parking
Store Building with two underground parking facilitiesAttiki
Plan view of building excavations
Excavation section
4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, AthensTel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858
Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr
ProjectRetaining wall for the construction of industrial building
Construction CostTotal cost: approx. € 0,2 m.
Project ScheduleDesign: 2006Construction: 2006
Project Description• Retaining wall at the east and south side of the
building• Modulation of excavation foot at a distance of 0,75m
from the wall and at a parallel direction• Modulation of excavation with gradient 7:1
(height: width) and max. height 13m• Backfilling between the slope and the retaining wall
GeologyThick-bedded to unsorted limestones
Our Services• On site geological imprinting• Modulation of rock mass urges and backfilling of the
retaining wall• Assessment and dimensioning of retaining slopemeasures
ClientΑΚΤΟR S.A.
Retaining Wall
Distribution Center ofProcter & GambleAspropyrgos, AttikiCentral Greece
Backfilling works of slopes modulation in the east side of the building
General view of the area of the building construction
4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, AthensTel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858
Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr
Underground Parking
Viohalko BuildingAthens, Greece
ProjectUnderground parking facilities in nine-floor building
Construction CostTotal cost: approx. € 15 m.
Project ScheduleDesign: 2003Construction: 2003-2004
Project DescriptionWidth: 37mTotal Length: 100mDepth: 28m
Construction Method• Retaining structure with pile walls and prestressed anchors
GeologyMan-made deposits, soils, Athenian schist
Our ServicesDetailed Final Geotechnical Design
ClientELLINIKI TECHNODOMIKI S.A.
NE view of the construction
North view of the construction