Soil deformation analysis by using plaxis 2D that cause by vibration of pilling hammer

Highway road construction in Section 5 in the Pekanbaru-Dumai will be built a bridge. The construction of the bridge is in the area of PT TGI gas pipeline. The construction of this bridge uses a pile foundation whose pile is carried out using a beating method using a hammer. The diameter of this pil...

Full description

Saved in:
Bibliographic Details
Published in:IOP conference series. Earth and environmental science 2020-06, Vol.519 (1), p.12053
Main Authors: Syarif, F, Kurniawan, M, Elizar
Format: Article
Language:English
Subjects:
Bridge foundations
Bridges
Deformation
Deformation analysis
Gas pipelines
Gas pipes
Hammers
Highway construction
Natural gas
Pile foundations
Road construction
Soil analysis
Soils
Two dimensional analysis
Vibration
Vibration analysis
Vibrations
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:Highway road construction in Section 5 in the Pekanbaru-Dumai will be built a bridge. The construction of the bridge is in the area of PT TGI gas pipeline. The construction of this bridge uses a pile foundation whose pile is carried out using a beating method using a hammer. The diameter of this pile is 60 cm with a hammer weight of 5 tons and a height of fall of 2.5 meters. This work method will produce vibrations that affect the condition of the gas pipe. One of the aspects that are affected by vibration is the deformation of the soil around the gas pipe. This soil deformation will affect the position of the gas pipe which, if it forms a fairly large slope, may cause gas pipelines to crack. One of the analysis to predict the soil deformation around the pipeline is by using Software Plaxis 2D. from Plaxis 2D soil deformation of the soil can be predicted and made a suggestion to reduce the soil deformation.
ISSN:1755-1307
1755-1315
DOI:10.1088/1755-1315/519/1/012053