Application of Mammoth Vibro-Tamper (MVT) for the Shallow Compaction at Airport Runway Expansion Project on Florida Limestone Ground

Deep Foundations Institute
Mitsuo Nozu Frank Vespi Kazunori Matsushita Emi Walder
Organization:
Deep Foundations Institute
Pages:
10
File Size:
1317 KB
Publication Date:
Jan 1, 2018

Abstract

During the runway expansion project at the Fort Lauderdale-Hollywood International Airport in Florida (FLL project), therewere complicated geotechnical issues with a number of cavities in the limestone-loose sand mixed ground thatexisted in many areas below the existing ground. Collapsing the cavities and compacting the runway foundation to secure the take-off and landing of aircrafts was a necessary requirement for the project. The Mammoth Vibro-Tamper (MVT) which produces less vibration and noise level, was proposed and accepted as the alternative to the originally specified Deep Dynamic Compaction (DDC) for the runway with its length of 1.5 miles and area of 570,000 square yards. In this report, the shallow compaction effect and reduced ground vibration with the MVT are presented in comparison with the DDC which was utilized on the same project in a different area of the airport. INTRODUCTION MVT was developed by Fudo Tetra Corporation in the 1960’s and has been widely used in Japan (more than 14,400,000 square yards). For example, at the Kansai International airport, a large area including aprons was compacted with the MVT. It is capable of compacting up to approximately 5m in depth by using a heavy steel plate (3m x 3m) and a strong vibrator motor (V-180, 10Hz) on top of the steel thick plate with specified time duration. We were involved in densification work with the MVT at the Fort Lauderdale Airport Project (Figure 1) from June, 2012 to February, 2014. Deep Dynamic Compaction (DDC) was originally specified as the compaction method to secure the relative density over 70% in every 2,000 square yards grids, however, we proposed the application of MVT to reduce the vibration risk and it was accepted as the alternative (Figure 2). The compaction work was completed in February 2014, without causing any delay in regard to the residual settlement due to the high embankment (H=60ft=18m).
Citation

APA: Mitsuo Nozu Frank Vespi Kazunori Matsushita Emi Walder  (2018)  Application of Mammoth Vibro-Tamper (MVT) for the Shallow Compaction at Airport Runway Expansion Project on Florida Limestone Ground

MLA: Mitsuo Nozu Frank Vespi Kazunori Matsushita Emi Walder Application of Mammoth Vibro-Tamper (MVT) for the Shallow Compaction at Airport Runway Expansion Project on Florida Limestone Ground. Deep Foundations Institute, 2018.

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