VARIANT TENDER PROJECT FOR THE EXTENSION OF THE MSC TERMINAL AT THE PORT OF VALENCIA (SPAIN)
Variant Project with adaptation of the internal structure and the lengths of the caissons to the contractor’s formwork. The works consist of the design of 3 caissons to achieve an 80 m extension of the MSC wharf. Verification of the stability of the newly designed caissons is carried out, optimising the reinforcement and performing the […]
CONSTRUCTION PROJECT FOR THE EXTENSION OF THE PORT OF AVILÉS ON THE RIGHT BANK (SPAIN)
Construction Project for a Piled Wharf on the right bank of the Avilés Estuary. The main characteristics of the wharf are: • Wharf length: 504 m • 14 modules of 36 m with a 9×6 pile grid of 1.65 m diameter • Transverse and longitudinal beams acting as pile caps • Precast slabs of 0.35 […]
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 […]
DRAFT IMPROVEMENT PROJECT FOR THE NORTH WESTERN QUAY EXTENSION AT THE PORT OF PALMA DE MALLORCA (SPAIN)
Construction Project to increase the theoretical draft from 7.16 m to 9 m in the westernmost 20 m of the North Western Quay Extension, adapting to functional and environmental constraints. In the remaining 196 m of the quay, restoration of the minimum theoretical draft of 9 m in silted areas. • Structural solution: reinforced concrete […]
VARIANT PROJECT FOR THE EXTENSION OF THE SOUTH QUAY IN THE PORT OF BARCELONA (SPAIN)
Variant Project with adaptation of the internal structure and the lengths of the caissons to the contractor’s formwork. The works are divided into three sections: • Extension of Álvarez de la Campa Quay, 198.22 m • Closure of the South Quay, 326.88 m • Extension of the South Quay, 98 m in length A yard […]
PORT OF FERROL EXPANSION PROJECT (OUTER PORT) – PHASE 2 – VARIANT SOLUTION, A CORUÑA (SPAIN)
Variant Project with adaptation of the internal structure and the lengths of the caissons to the formwork of the construction company. The works consist of: • Ribera Quay, 658.4 m long, formed by 14 caissons of 48.915 m in length • 3 caissons of 29.80 m at the Auxiliary Quay • 45 m of block […]
CONSTRUCTION PROJECT FOR THE EXTENSION OF THE PESCANOVA QUAY IN CHAPELA, REDONDELA, PONTEVEDRA (SPAIN)
The project aims to define the extension of the Pescanova Quay in Chapela. The quay will be attached to the existing one, which will be extended using piles. The characteristics are: • Circular piles with an external diameter of 1.0416 m • 30 t bollards • Quay length: 90.05 m • Quay draft: 6.50 m […]
ASSESSMENT OF DEFECTS OBSERVED AT JUAN CARLOS I WHARF (ALGECIRAS)
Assessment of the defects detected in certain caissons of Juan Carlos I Wharf in Algeciras prior to repair works:• Recalculation of the original design caisson.• Recalculation of the as-built caisson.• Modelling with SAP2000 of the caisson wall to simulate the observed failures.• Analysis of detected damage and diagnosis of its causes.
PRELIMINARY DESIGN FOR A LIQUID BULK TERMINAL WHARF AT THE PORT OF BILBAO
This involves the preparation of a basic preliminary design for a liquid bulk terminal wharf at the Port of Bilbao. The following works have been carried out:• Alternatives study• Wharf with yard• Jetty-type wharf• Design of mooring and berthing elements
STRUCTURAL RECALCULATION IN THE TENDER PHASE FOR THE PROJECT FOR THE EXTENSION OF THE NORTH WHARF OF THE INNER BASIN OF CAMPAMENTO, SAN ROQUE
A report is prepared to support the contractor during the tender phase. To this end, structural recalculation is carried out in accordance with the provisions set out in the Particular Conditions for the Contracting of the Works.The greatest efforts focus on the most sensitive design elements: transition beams between caissons, geotechnical stability of the structures, […]