Dubai, United Arab Emirates
Service 01

Structural Assessment, Investigation & Reporting

Diagnosis before quantity. Our investigation establishes what exists, what has deteriorated or changed, and why — before the repair strategy and quantities are finalised.

  • Ground penetrating radar — rebar location, PT tendon mapping, void and duct identification
  • Rebound hammer — in-situ compressive strength estimation (ASTM C805)
  • Ultrasonic pulse velocity — integrity, internal cracking, honeycombing (ASTM C597)
  • Half-cell potential mapping — corrosion probability (ASTM C876)
  • Carbonation depth testing (BS EN 14630)
  • Chloride profiling by depth increment (AASHTO T260)
  • Cover meter survey against the design drawing (BS 1881-204)
  • Core extraction, compressive, petrographic and chemical testing (BS EN 12504-1)
  • Crack survey and classification — active versus dormant (ACI 224.1R)
  • Load testing where capacity cannot be established by calculation alone (ACI 437.2R)
Ground penetrating radar survey across a concrete slab
Ground penetrating radar survey — rebar and tendon mapping prior to coring

Post-tensioned structures

Before any core, cut-out or anchor is drilled into a PT slab, the tendon layout is mapped by GPR and marked on site against the as-built drawing. Where the drawing is unavailable or the scan is inconclusive, this is recorded and a scan-and-verify hold point is established rather than proceeding on assumption.

Service 02

Engineering Analysis & Strengthening Design

In-house engineering covering new and existing reinforced-concrete and post-tensioned structures — including high-rise PT slab and beam analysis, checker coordination and authority submissions.

  • Finite element modelling of existing structures — ETABS, SAP2000, SAFE
  • Post-tensioned slab and beam analysis — ADAPT, RAPT, RAM Concept
  • Capacity assessment against revised loads and change of use
  • Reinforcement and connection detailing — AutoCAD, Revit
  • CFRP flexural, shear and confinement design
  • RC and micro-concrete jacketing with dowelled connections
  • Steel plate bonding, collars and supplementary framing
  • External post-tensioning for span extension and deflection control
  • Foundation strengthening including micropiling and underpinning
  • Authority submissions and technical responses
Three-dimensional finite element analysis model in ETABS
3D finite element analysis model — ETABS
Post-tensioned floor plate tendon layout
Post-tensioned floor — tendon profile
Column jacketing detail showing dowels and reinforcement
Column jacketing detail — dowels & reinforcement

Design assurance

ControlWhat it means in practice
Design checkStrengthening calculations are subject to independent internal review prior to issue for construction
Peer reviewScheme-level review is carried out where required before detailed design, to confirm the proposed strengthening strategy
Authority complianceSubmissions are prepared in accordance with applicable local authority and project requirements, including technical responses where required
Buildability reviewStrengthening details are reviewed against access, sequencing, temporary works and constructability requirements before execution
Design risk assessmentResidual structural and construction risks are identified and incorporated into the method statement and project documentation
Service 03

Structural Strengthening Systems

What we install, and when we choose it. The system follows the problem — capacity, deflection, headroom, geometry and access all drive the selection.

  • RC and micro-concrete jacketing — columns, beams, walls, slabs
  • Sprayed concrete — complex geometry, soffits, continuous wall faces
  • Raft and pile cap thickening — with shear connection to the existing slab
  • Steel plate bonding — flexural and shear enhancement
  • Steel collars and brackets — column heads and corbels
  • Supplementary beams and frames — load redistribution around new openings
  • External post-tensioning — span extension and deflection control
  • FRCM systems — fibre-reinforced cementitious matrix
  • Foundation strengthening — micropiling, underpinning, raft enlargement
Beam jacketing with dowelled reinforcement in place
Beam jacketing — dowelled reinforcement
CFRP laminates bonded to a slab soffit
CFRP laminates — slab soffit
CFRP wrap providing column confinement
CFRP wrap — column confinement

Carbon fibre systems — and what drives the choice

SystemApplication & selection driverDesign reference
Sheets / wrapsColumn confinement, beam and slab shear, ductility enhancement. Chosen where section geometry is irregular or wrapping is continuous.ACI 440.2R Ch.12 · TR55 Ch.6
Laminates / platesFlexural strengthening of beams, slabs and walls. Chosen for high capacity gain with minimal thickness and no loss of headroom.ACI 440.2R Ch.10 · TR55 Ch.4
NSM barsEmbedded flexural reinforcement in grooved slots. Chosen where the soffit is exposed to impact, fire or abrasion, or bond area is limited.ACI 440.2R Ch.10.1.3
Prestressed CFRPActive strengthening — engages under existing dead load. Chosen for deflection recovery and crack width reduction, not just ultimate capacity.TR55 Ch.7 · fib Bulletin 14
Service 04

Concrete Repair, Crack Injection & Protection

Repair strategies developed around the cause, condition and required performance of the structure — rather than applied from a standard repair specification.

  • Concrete patch repair — breakout, reinforcement cleaning and reinstatement
  • Corrosion treatment and anti-carbonation protective coatings
  • Honeycomb and void repair, reinforcement replacement where required
  • Epoxy injection to dry cracks
  • Polyurethane injection to water-bearing cracks
  • Cementitious and resin grouting to voids and interfaces
Injection ports installed along a structural crack
Injection port installation to a structural crack prior to resin injection
Service 05

Structural Modifications

Cutting into a working structure. Every removal is planned so that stability is maintained at each intermediate stage — not only once the permanent strengthening is complete.

  • New slab openings for lifts, stairs, risers and MEP penetrations — strengthening designed and installed before cutting
  • Wall and column removal with load transfer, temporary support design and permanent framing
  • Diamond coring, wire and track sawing, controlled demolition in occupied buildings
  • Load upgrades for change of use, plant installation and added storeys
  • Post-installed anchor and rebar connection design and installation
Controlled concrete cutting with the load path maintained
Controlled concrete cutting — sequenced removal with load path maintained

Working in occupied buildings

Structural modification works are frequently required within operational malls, hotels, residential towers and commercial buildings. Our planning therefore considers restricted working hours, controlled access, dust and noise containment, temporary support, lifting arrangements and sequencing that maintains structural stability throughout the work.

Service 06

Waterproofing Works

Systems selected to suit the structure and site conditions — including remedial work to structures already in service.

  • Roof waterproofing systems
  • Wet area protection
  • Basement and podium waterproofing
  • Remedial waterproofing works
  • Below-ground protection (BS 8102:2022)
  • Joint and movement detail treatment
Service 07

Building Rehabilitation & Maintenance

Programmes that extend asset life with minimal operational disruption.

  • Planned preventive maintenance programmes for asset owners
  • Condition-based intervention scheduling and life-cycle costing
  • Facade and balcony structural repair
  • Car park deck repair, joint replacement and coating systems
Specified material systems

Systems selected against the design, not the price list.

SigmaPhi specifies recognised structural repair and strengthening systems selected according to design requirements, project specifications, third-party certification and demonstrated regional suitability. Proposed materials are submitted for consultant and client approval prior to use.

ManufacturerTypical systemsCertification basis
SikaSikaWrap CFRP, Sikadur epoxies, CarboDur laminates, SikaGrout, SikaTop repair mortarsRecognised international systems
FosrocRenderoc repair mortars, Nitobond primers, Nitomortar, Thioflex sealantsBS EN 1504 compliant
Master BuildersMasterEmaco repair, MasterBrace CFRP, MasterSeal waterproofingRecognised international systems
S&PS&P C-Laminates, C-Sheets and resin systemsETA / ICC-ES approved
MapeiMapegrout repair, MapeWrap CFRP, Mapelastic waterproofingBS EN 1504 compliant
HiltiHIT chemical anchors, post-installed rebar connection, firestopETA / ICC-ES approved

Manufacturer references indicate recognised systems that may be specified and installed according to published technical data and project requirements. Equivalent approved systems may be proposed where appropriate.

Quality & safety

How the work is controlled.

Quality control

  • Inspection and test plan issued per activity, with client and consultant hold points agreed before work starts
  • Substrate preparation verified and signed off before any repair or CFRP application
  • Material batch records and certificates retained and traceable to location
  • Pull-off testing on bonded systems to ASTM D7522 at a frequency agreed with the consultant
  • Non-conformance recorded, root-caused and closed out in writing
  • Close-out dossier with as-built drawings, test certificates and warranty documentation

Health & safety

  • Activity-specific risk assessments and method statements approved before mobilisation
  • Permit-to-work regime for hot works, confined space, coring, temporary works and live-environment operations
  • Temporary works and propping schemes designed and checked, never improvised on site
  • Chemical handling controls and safety data for resins, epoxies and injection materials
  • Dust, noise and access controls where the asset remains occupied
  • Daily toolbox talks, incident reporting and close-out to client requirements

Not sure which of these you need?

Describe the structure and the symptom — we'll tell you what the investigation should look like.

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