Analysis and design of precast cast-in situ concrete composite (Tibar Liquiça quay, Timor-Leste)

Main Article Content

Ercia Emanuela da Costa
Tony Hartono Bagio

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.

Downloads

Download data is not yet available.

Article Details

How to Cite
CostaE. E., & BagioT. H. (2022). Analysis and design of precast cast-in situ concrete composite. JTI nternational ournal of ransportation and nfrastructure ISSN 2597-4769 ISSN 2597-4734, 6(1), 16-18. https://doi.org/10.29138/ijti.v6i1.2024
Section
Articles

References

Tony Hartono Bagio, Tavio.2018. Beton Bertulang
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