Abstract

Piles are structural elements which play an important role to carry loads and transfer them to the ground. In a jetty structure, the critical lateral loads supported by piles are mostly from Liquid Natural Gas (LNG) vessels. This research investigates various pile configuration such as pile diameter (40 cm, 60 cm, and 80 cm), distance between pile (2,5 m and 5 m), and the slope of the pile (straight pile and sloping pile with the ratio 1:8). A series of analysis has been conducted using SAP 2000 program. The analysis results show that a smaller pile deflection can be obtained if a large diameter pile is used, distance between piles is 2.5 m, and the type of piles being installed is a sloping pile.

Details

Title
Effects of Pile Configuration on The Behaviour of Jetty Structure Subject to Lateral Loads
Author
Siagian, Gerardo HM 1 ; Oki Setyandito 1 ; Suwondo, Riza 1 ; Pierre, Andrew John 1 

 Civil Engineering Department, Faculty of Engineering, Bina Nusantara University, Jakarta, Indonesia 11480 
Publication year
2021
Publication date
Jul 2021
Publisher
IOP Publishing
ISSN
17551307
e-ISSN
17551315
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2557518917
Copyright
© 2021. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.