Laith Sadik Email and Phone Number

* Conducting reliability-based analysis for diverse geotechnical structures, including but not limited to shallow and deep foundation design, analyzing liquefaction risks, and ensuring slope stability.* Developing enhanced geotechnical models by applying advanced machine learning algorithms, focusing on increasing the accuracy and reliability of predictions. * Using innovative non-destructive evaluation methods for comprehensive soil assessment, contributing to more effective soil analysis techniques.

Teaching the use of GEO-SLOPE software for numerical modeling, Grading homework assignments and quizzes

Worked with lab instructor for soil test preparation, soil test illustration, and homework/report grading.

As the client representative for this major bottled water facility project, I played a leading role in ensuring successful delivery from start to finish. My responsibilities spanned structural and geotechnical design review, quality control oversight, construction monitoring, and close coordination with the client.Some key highlights of my work:1-Validated complex structural designs, including revising the underground water storage layout and verifying the 40m-span production building.2-Developed and enforced quality control protocols for concrete, materials, and inspections.3-Collaborated with technical teams to redesign components as needed to meet functional demands.4-Served as primary liaison between client and construction crews, addressing engineering requirements.

The Baghdad Mall Project is a large-scale development encompassing approximately 10,000 m². It includes a multi-story parking facility, a 4-story shopping mall, and a 33-floor hotel. Each component was designed with distinct structural requirements and faced various structural and geotechnical challenges. I progressed from Site Engineer to Client Representative, taking on increasing levels of responsibility throughout the project duration. My core responsibilities included:1-Performed structural monitoring and settlement analysis of a completed parking building with differential settlement problems2-Casting for 106 drilled shafts with a diameter of 1.5m and a depth of 35m. 3-Supervising deep excavation, dewatering works, and anchored sheet pile installation4-Reviewed contractor work against project specifications and made acceptance/rejection decisions5-Calculated monthly payments based on measured construction works6-Coordinated with consultants on design modifications and obtained necessary approvals7-Developed quality control procedures for placing around 60,000m³ of concrete, including slump testing and 7- and 28-day compressive strength verification protocols, with columns carbon fiber retrofitting wherever needed.