CONSTRUCTION PROJECT OF COMMERCIAL DOCKS AND ESPLANADES PROTECTED BY THE BOTAFOC DIKE IN THE PORT OF IBIZA (SPAIN)
Construction Project for docks protected by the Botafoc dike. The expansion consists of: • Two transverse docks, 200 m long and 30 m wide, designed with piles • Two dolphin berths located at the ends of the aforementioned docks • A 380 m long caisson-type longitudinal dock that forms a 75,000 m2 esplanade The draft […]
BASIC PROJECT FOR THE ESPLANADE AND COMMERCIAL QUAYS SHELTERED BY THE BOTAFOC BREAKWATER IN THE PORT OF IBIZA. BALEARIC ISLANDS (SPAIN)
Basic Project for commercial quays sheltered by the Botafoc Breakwater, consisting of: • Longitudinal quay and esplanade, on the shore of Isla Plana, consisting of 3 types of caissons anchored at levels -14, -10.6 and 7.8. • Transverse quays: two piled quays to reduce wave agitation in the basin.
MARINE CIVIL WORKS FOR REPSOL’S CRUDE OIL UNLOADING JETTY AT THE OUTER PORT OF LANGOSTEIRA
New crude oil unloading jetty at the Outer Port of Punta Langosteira for 200,000 DWT vessels. The jetty’s marine works consist of a set of caissons with depths of 24.50 m and 29.00 m, forming the berthing platform, berthing dolphins, mooring dolphins, the access bridge piers, and the substation platform and access road. The guaranteed […]
HYDROCARBON TRANSFER TERMINAL PROJECT IN MONTEVIDEO BAY. PART II. BERTHS AND RECLAIMED AREA
1. Structure of the piled maritime terminal anddredging of its basin. • Operations platform (51 x 20 m) • 4 dolphins (berthing dolphins) • 2 mooring towers (mooring dolphins) • Connecting walkways • 75 reinforced concrete piles, D=1,200 mm 2. Rubble mound breakwater for the protection of the Maritime Terminal, extension of an existing one. […]
LIQUID BULK TERMINAL AT PUERTO BAHÍA, CARTAGENA DE INDIAS, COLOMBIA. MARINE INFRASTRUCTURE AND OPERATIONS DOCK
1. Analysis of documentation and Base Project. Identification of deficiencies, ambiguities, and contradictions. Risk and opportunity assessment. Measurements. 2. Improvements to the definition of the Base solution: piled jetty with two berths for tanker vessels, with a maximum length of 275 m (Suezmax). 3. Variant Project: • Geotechnical study: ground modeling, geotechnical units, parameterization, and […]
PARACAS TERMINAL ENGINEERING, PERU
Study and optimization of the Base Solution and drafting of the Alternative Solution to the Base Project. The following tasks are performed: • Marine Climate Study • Design of the ground embedment for the driven steel piles of the base solution and verification of the shaft resistance. • Design of the cathodic protection for the […]
TENDER PROJECT FOR THE CONSTRUCTION OF THE INTERNATIONAL MODULE OF THE CAPURRO FISHING TERMINAL IN MONTEVIDEO BAY
The Basic Engineering for the tender of the works is drafted, with the aim of describing and justifying the solution adopted for the design of the piers of the International Module of the Capurro Fishing Terminal in Montevideo Bay.The designed piers, consisting of piles, longitudinal and transverse beams, and a concrete deck (including permanent formwork […]
PRELIMINARY DESIGN FOR THE EXPANSION OF THE NUEVA PALMIRA PORT TERMINAL (URUGUAY)
In summary, the scope of the works includes:– The construction of two new piers: • Dolphins to protect the foundations of the conveyor belts in the river section (dolphins 10 and 11). • Dredging– Installation of conveyor belts– Mineral stockpiling structures– Tunnels– Yard, urban development, and facilities.
PRELIMINARY DESIGN OF THE NEW JETTY FOR LNG REGASIFICATION PLANT
Studies for the administrative concession for the construction of a berthing pier for LNG carriers • Project vessel: Qmax •Length: 345 m •Beam: 53.8 m •Depth: 34.7 m •Maximum draft: 12.0 m •Capacity: 266,000 m3 • Preliminary design of the jetty, for which the following aspects are mainly analyzed: 1.Characterization of dredged material: sampling campaign […]
PRELIMINARY NAUTICAL STUDIES FOR LNG REGASIFICATION PLANT BERTHING JETTY
The study aims to define the following, prior to the preparation of the Construction Projects for the infrastructure: • Maneuvering and berthing study: dimensioning in plan and elevation. • Study of the passing vessel effect in the vicinity of the new jetty. The design vessel is the Q-max LNG carrier, which has the following maximum […]