Vibro-compaction at a land reclamation site in Phuket, Thailand

Author:

Chaiyaput Salisa1,Bergado Dennes Taganajan2,Kovittayanun Nuttaphong3

Affiliation:

1. Assistant Professor, Department of Civil Engineering, Faculty of Engineering, King Mongkut's Institute of Technology Ladkrabang, Ladkrabang, Bangkok, Thailand (corresponding author: , )

2. Professor Emeritus, Geotechnical and Earth Resources Engineering, School of Engineering and Technology, Asian Institute of Technology, Klongluang, Pathumthani, Thailand

3. Managing Director, CeTeau (Thailand) Co., Ltd, Klongtonsai, Klongsarn, Bangkok, Thailand

Abstract

Phuket is the biggest island province in Thailand. Located in the southern part of the country, this island is famous and a favourite destination for foreign and Thai tourists alike. Consequently, this province continually develops with booming tourism and hence there is a need for large and advanced infrastructure. Construction projects are increasing each year, but the available land area is limited and land reclamation has therefore become an alternative. Sand backfill material is available on the island. However, the loose sand fill needs to be densified for structural support or structural foundations, and the ground improvement technique called vibroflotation is suitable for improving the sand density in a small area over a short period. This paper presents an assessment of the effectiveness of vibroflotation in the densification of sand fill, which was applied for the first time in Thailand. The standard penetration test values of the sand fill before and after improvement were compared, evaluated and confirmed with regard to liquefaction susceptibility during earthquake occurrences. It was confirmed that the vibroflotation technique can increase the density of sand fill in land reclamation and can increase its bearing capacity as well as prevent liquefaction during earthquakes.

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,Soil Science,Geotechnical Engineering and Engineering Geology,Building and Construction

Reference22 articles.

1. ASTM (2000) D422-63: Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken, PA, USA.

2. ASTM (2014) D1586-11: Standard test method for standard penetration test (SPT) and split-barrel sampling of soils. ASTM International, West Conshohocken, PA, USA.

3. Densification of Land Reclamation Sands by Deep Vibratory Compaction Techniques

4. Boulanger RW and Idriss IM (2014) CPT and SPT Based Liquefaction Triggering Procedures. Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, College of Engineering, University of California, Davis, CA, USA, Report UCD/CGM-14/01.

5. Vibroflotation and Terra-Probe Comparison

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Editorial;Proceedings of the Institution of Civil Engineers - Ground Improvement;2021-08

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