Our Projects (Demo)

Stabilisation de la plateforme et du talus en bord de lagune

Soil improvement and land leveling to homogenize the platform level at 2.5m above the highest sea level

Soil improvement approach in a subsoil characterized by an upper layer of loose sand exposed to liquefaction risks

Very loose silty sand alluvial soil with a water
table almost leveled at the surface – Soil improvement and rigid Inclusions with a transfer layer of compacted fill

Concept and preliminary design of a Quaywall to be executed on both sides of the canal

Concept and Execution Design of a Slope Protection along the Laguna (inclined slope with a double layer of Rip Rap protections)

Design of the embedded pipe networks under the heavy loaded platform, analysis of the soil structure interaction, and evaluation of the pipe ovalization

Technical control and approval for the execution design of a 20 km cantilever Diaphragm Quay Wall developed by Soletanche-Bachy

Technical control and approval of the execution design developed by Soletanche-Bachy

Conceptual and preliminary study for Contained Quay, with a 17 m water depth, capable of receiving 4th generation cargos

82cm D-Wall executed with strutting system

Soil Improvement – Rigid Inclusion Solution in critical soil conditions

Study of the behavior of the backfilled soil under the loads
coming from the LPG vessels

Behavior and sizing of the piles under the loads coming from the spherical LPG tanks

D-Wall supported by prestressed anchors for the highest tower ever executed in Lebanon

D-Wall supported by prestressed anchors

D-Wall executed using the Top/Down technique – first deep excavation project on the site of the Normandy fill

D-Wall executed using the Top-Down technique in very complex conditions next to the sea

Soil Investigation with geophysical study – Geotechnical Consultancy – Design of tension piles

Deep Foundations and Stone Columns – Geotechnical Consultancy, in collaboration with TERRASOL FRANCE