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Effects of Pile Driving in Sand on the Quay Wall

Triple Bay Marina Village, KSA

Owner: AMAALA

Client: MME Marine Engineering

  • Reviewed available geotechnical data, quay wall details, and proposed pile driving layouts for the VB-4 and MLI areas at the Triple Bay Marina Village project
  • Assessed the potential effects of pile driving in sandy soil conditions on the stability and deformation behavior of the existing quay wall structure.
  • Developed a simplified 2D plane strain numerical model of the quay wall system and surrounding ground conditions using PLAXIS 2D.
  • Performed finite element analysis to evaluate ground movements, structural response, and overall geotechnical stability of the quay wall under proposed pile driving conditions.
  • Provided engineering assessment and recommendations to minimize risks to the existing quay wall during marine piling activities

WEAP – Pile Drivability Analysis

Triple Bay Marina Village, KSA

Owner: AMAALA

Client: MME Marine Engineering

  • Reviewed project information, geotechnical data, quay wall details, and proposed marine piling layouts for the VB-4 and MLI areas of the Triple Bay Marina Village development in the Kingdom of Saudi Arabia.
  • Conducted pile drivability analysis using Wave Equation Analysis of Piles (WEAP) through the GRLWEAP™ program to assess the suitability of the proposed driving equipment and verify achievement of the required pile embedment depths
  • Developed preliminary recommendations for pile installation procedures, driving criteria, and pile termination criteria to support safe and efficient marine construction operations
  • Environmental engineers

Calculation of Pile Capacities & Review of Dynamic Load Tests for Offshore Structures

Design and Construction of Hijaz Island Boardwalk and Jetties at AMAALA Triple Bay, KS

Owner: AMAALA

Client: MME Marine Engineering

  • Reviewed project specifications, structural drawings, and geotechnical parameters for FRP pile foundations supporting the 3 Nos. public jetty boardwalk structures.
  • Performed geotechnical capacity calculations for FRP piles, including axial compression, tension, and lateral load resistance
  • Evaluated pile-soil interaction behavior to determine design capacities in accordance with relevant codes and project requirements.
  • Reviewed and interpreted dynamic pile load test results to validate calculated FRP pile capacities and assess field performance.
  • Provided engineering assessment and recommendations to confirm pile adequacy and ensure safe performance of the jetty boardwalk foundation system.

Calculation of Pile Capacities for Offshore Structures

Shurayah Island COR 27 & 28, Umluj, Kingdom of Saudi Arabia

Owner: AMAALA

Client: MME Marine Engineering

  • Reviewed project specifications, structural drawings, and geotechnical parameters for FRP pile foundations supporting the 3 Nos. public jetty boardwalk structures.
  • Performed geotechnical capacity calculations for FRP piles, including axial compression, tension, and lateral load resistance.
  • Evaluated pile-soil interaction behavior to determine design capacities in accordance with relevant codes and project requirements.

Slope Stability Analysis

Abu Dhabi Airport Main Sign

Owner: ADAC

Client: Arts Island Contracting, General Maintenance & Décor LLC

  • Reviewed available geotechnical data, site conditions, and slope geometry.
  • Performed slope stability analysis to identify critical slip surfaces and evaluate the factor of safety under both short-term and long-term loading conditions.
  • Developed numerical slope models and carried out finite element analysis using PLAXIS 2D to assess overall slope performance.
  • Evaluated stability under existing and potential loading conditions and assessed risks of soil movement and erosion.
  • Provided comprehensive technical reporting with engineering recommendations, including short-term and long-term slope protection measures to ensure stability and prevent erosion.

Expected Settlement & Discharge Due to Dewatering

O-15392 Asset Enhancement Scheme for Al Bahia Area, Abu Dhabi

Owner: M/s TAQA - Water Solutions

Client: M/s Gulf Contractors

  • Reviewed geotechnical borehole data and secant pile shoring drawings to establish ground conditions and develop the geotechnical assessment model.
  • Performed calculations of anticipated ground settlement and groundwater discharge for 33 secant pile shoring systems under dewatering conditions using Terzaghi's consolidation approach.
  • Evaluated the impact of dewatering on surrounding ground stability and excavation performance.
  • Provided engineering recommendations and mitigation measures to control settlement and ensure safe excavation and construction activities.

Uplift Pressure Analysis for the Concrete Base Slab of Proposed 38 Manholes

O-15392 Asset Enhancement Scheme for Al Bahia Area, Abu Dhabi

Owner: M/s TAQA - Water Solutions

Client: M/s Gulf Contractors

  • Reviewed geotechnical borehole data and secant pile shoring drawings to develop the geotechnical soil model for numerical analysis.
  • Developed an axisymmetric FEM model of the circular secant pile shoring system and performed steady-state seepage analysis using PLAXIS 2D.
  • Assessed groundwater flow, pore water pressure distribution, and hydrostatic uplift forces acting on the downstream side of the excavation.
  • Determined the required concrete plug thickness and evaluated the stability of the concrete base slab and manhole shaft base during construction and operational stages for 38 proposed manholes.

Excavation Feasibility and Ground Stability Assessmen

Proposed Sewer Network (Road JP-02), Jubail Island, Abu Dhabi

Owner: Jubail Island Investment Company

Client: Gulf Contractors LLC

  • Reviewed the geotechnical report and nearby borehole data to establish the representative subgrade soil profile and groundwater conditions.
  • Performed dewatering settlement analysis, including estimation of ground settlement, radius of influence, and groundwater flow/discharge calculations
  • Assessed the feasibility of open-cut excavation based on subsurface soil conditions and geotechnical parameters.
  • Recommended appropriate shoring systems and mitigation measures where open-cut excavation was deemed unsuitable, to minimize settlement and safeguard adjacent structures during excavation and dewatering activities.

Design of 300mm Dia. Micropiles for Park Shades & Pump Room for 3 Public Parks

Proposed Construction of Pump Room & Shade Structures for Public Parks in Al Sader, Shelilah, Samha, Abu Dhabi

Owner: Department of Municipality & Transport (DMT)

Client: Imagineering Landscaping LLC – SPC

  • Reviewed architectural, structural, and geotechnical information to establish foundation design parameters for park shade structures and pump room facilities at three public parks
  • Carried out geotechnical and structural design (BS8110) of 300 mm diameter micropiles considering axial, lateral, and uplift loading conditions.
  • Evaluated single pile capacity and settlement behavior in accordance with project specifications and relevant design standards.
  • Prepared micropile design calculations, layout recommendations, and construction-related guidance to ensure safe and efficient foundation performance

Preliminary Design of Diaphragm Wall Shoring System

Proposed Construction of Residential Building in Al Zahiya, Abu Dhabi

Client: Capital Engineering Consultancy LLC

  • Review of geotechnical data, groundwater conditions, excavation requirements, and development of design parameters for the diaphragm wall and 3-level strutting system.
  • Structural analysis and design of the strutting system using SAP2000, including member sizing, axial forces, and support reactions.
  • Numerical modeling and staged excavation analysis using PLAXIS 2D to assess wall deflection, ground settlement, strut forces, and overall excavation stability (including basal heave and global stability).
  • Preparation of design report and drawings summarizing design basis, analysis results, stability checks, and recommended diaphragm wall and strutting system details.

Preparation of 8 Comprehensive Geotechnical Reports as per IDAS Specifications

Proposed Construction of Pump Room & Shade Structures for Public Parks in Al Sader, Shelilah, Samha, Al Watbah, Al Bahya, Madinat Riyad, Al Nahda

Owner: Department of Municipality & Transport (DMT)

Client: Imagineering Landscaping LLC – SPC

Expert Review of Secant Pile Shoring Design

Proposed Construction of Underground Parking in Al Danah, Abu Dhabi

Client: Capital Engineering Consultancy LLC

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