Analysis and design of precast cast-in situ concrete composite
(Tibar Liquiça quay, Timor-Leste)
Abstract
The quay is a building structure made at sea to connect the land and harbor parts that function as a place for docking or mooring ships that will carry out loading and unloading activities of loading and unloading passengers. The wharf at the Tibar port is operated for loading/unloading general cargo containers. The dimensions of the floor plate for the wharf are 75cm, T4 transverse beams 6,900 x 1,500 x 1,500 m, longitudinal beams 5,400 x 1,750 x 1,500 m, pile cap 1.69 m² and pile foundation length The pile for the diameter of 1.5 m is 80 m, the Pile of 1.8 m is 81 m. The wharf has a length of 630 m, a width of 62 m and a depth of 16 m and the structure type of this pier is reinforced concrete and steel piles.
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References
Badan standar nasional.2013.SNI 2847:2013.Persyaratan beton struktural untuk bangunan gedung
Tibar Bay Port Project (TBPP). (2019). Design Calculation For Quay Deck Structures – Piles
Tibar Bay Port Project (TBPP). (2019). Design Calculation for Quay Deck Structures – Beams and Slabs.
Tibar Bay Port Project (TBPP). (2019). Factual Report For Supplementary Geotechnical Investigatio.
Tibar Bay Port Project (TBPP). (2019). Method Statement of Concrete Element
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