Dwisa, Cokorda Bagus Purnama
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Analisis Penurunan Lapisan Tanah di Bawah Struktur Breakwater Timur Laut Pelabuhan Patimban Dwisa, Cokorda Bagus Purnama; Khomeiny, Ali Sumara El; Bimarso, Wahyono; Farhan Abdilah, Muhammad
Jurnal Teknik Transportasi Vol. 3 No. 1 (2024): May
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v3i1.21

Abstract

Breakwater is a coastal building structure built to protect facilities in coastal areas. To protect from challenging climatic conditions, this building plays an important role to protect the port from waves and reduce wave energy that will hit the port so that the waves that come and hit the port have broken and will not interfere with shipping activities in the port water area. After the breakwater building at Patimban port was completed in 2021, there is a problem, settlement of breakwater as high as ± 2.7 m which is known from the results of monitoring during the maintenance period for 730 days or for 2 years after the breakwater construction period. In order for the settlement to be overcome, it is necessary to analyze the immediate settlement, settlement in primary consolidation, settlement in secondary consolidation, degree of consolidation of the soil layer under the breakwater structure appropriately so that the value of the settlement can be known and can choose improvements for the decrease in breakwater elevation with existing conditions at Patimban port.
Redesain Dimensi Tiang Pancang Baja di Dermaga 02 Terminal Petikemas Pelabuhan Patimban Gunanta, Ezra Valentino; Dwisa, Cokorda Bagus Purnama; Heryanto, Benny
Jurnal Teknik Transportasi Vol. 3 No. 1 (2024): May
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v3i1.22

Abstract

The port is located in Patimban, Subang district, West Java. One of the facilities in the port of Patimban is berth of the container terminal 02. The port has a length and width of 451 x 32 meters and has a steel pipe pile diameter of 1300 mm with a thickness of 19 mm that can serve ships with a size of 143.000 DWT. This final task aims to redesign the dimensions of the steel pipe pile to a diameter of 1100 mm and to find out whether the structure of the bridge that has been changed after its diameter is still strong to withstand the existing load. On this final task to find out the strength of the bridge structure using the help of the software SAP2000 and the capacity calculation of the steel pile will use the method of calculating the foundation in accordance with mayerhoff. The calculation of the base of the pile from the axial style of a pile, the lateral style, the X and Y slide survey, the two-way slide review showed the result that the berth that had been changed its dimensions to 1100 mm was still strong to withstand the existing load.