Vibro Compaction (Vibroflotation)
Projects: Vibro Compaction
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Offshore Gravel Fill Compaction

Changi Outfall Construction, Singapore

Keller crane barge with twin vibrators

Keller crane barge with twin vibrators on the top of the spreader beam, below twin vibrators 35 m deep in water

Cross-section

Cross-section showing the compaction zone of the Keller twin vibrator barge

 
 
 
 
Site report / more informations

PDF Keller11-45E (728 KB)

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Keller Singapore was awarded the offshore gravel fill compaction works for the Changi Outfall Construction project which is part of the Water Reclamation Plant in Singapore. The soft seabed material was excavated along the route of an offshore pipeline section with a length of approx. 500 meter and replaced with gravel fill. This gravel fill required compaction to achieve a suitable foundation platform for the pipelines to be laid on.
Keller with its subsidiaries worldwide was involved in the technical proposals for the compaction and quality testing works before the contract was finally awarded. The proposed offshore gravel fill compaction was an alternative to the original tender proposal of underwater soil cement stabilization.

The Project
Prior to commencement of the main works, a compaction trial was carried out on land to model and set the execution parameters. From the trial a spacing of 2.6 sq.m. per compaction point was chosen for the production compaction works. The quality control from the client was carried out by Pile Driving Analysis for each 3.000 cum compacted material.

 
Visualization Steel test tube

Visualization of the pipeline trench and the pipeline construction procedure

Steel test tube for PDA tests

 

Site works
The sandy gravel material was placed on the seabed and compacted by powerful S-300 vibrators in twin configuration in day and night operation. The usual Keller crane barge set up, with a 200 ton crane mounted on the deck, including workshop, office and accommodation facilities, was used for the project. The gravel fill thickness ranged from 2 m to 13 m and compacted in a maximum water depth of up to 38 m. The unusual depth of offshore compaction challenged the site team to set up water proof connections at the top of the vibrator strings and to extend the GPS antennas.

Quality control
Approx. 40 Pile Driving Analysis (PDA) tests were undertaken for the post compaction control. All tests were carried out and evaluated by the Consultant. The results were consistently above the required criteria. The settlements after compaction were continuously monitored by the Client using a hydrographic survey. Total settlement of 14% was achieved by the Gravel Compaction works.

 
Data

Client: Public Utilities Board of Singapore
Main Contractor: Boskalis International bv
Consultant: MWH
Work carried out: Gravel Compaction: 130.000 cum
Max. comp. depth: 15 m
Max. water depth: 38 m
Time program: July – August 2003
 
Executing Branch: Keller Foundations (SE Asia) Pte Ltd. – Singapore (www.keller-asia.com)
More information: Keller Grundbau – Overseas Divison

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