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    Advances in dynamic compaction

    Access Status
    Fulltext not available
    Authors
    Hamidi, Babak
    Nikraz, Hamid
    Varaksin, S.
    Date
    2011
    Type
    Conference Paper
    
    Metadata
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    Citation
    Hamidi, Babak and Nikraz, Hamid and Varaksin, Serge. 2011. Advances in dynamic compaction, in Proceedings of Indian Geotechnical Conference: IGC-2011 (Geochallenges) , Dec 15-17 2011, pp. 433-436. Kochi, India: Indian Geotechnical Society.
    Source Title
    Proceedings of the Indian Geotechnical Conference (ICG2011)
    Source Conference
    Indian Geotechnical Conference (ICG2011)
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/45056
    Collection
    • Curtin Research Publications
    Abstract

    Dynamic Compaction is a ground improvement technique that was invented more than 40 years ago with the objective of improving the strength and reducing the compressibility of thick soil layers. In this technique a heavy pounder is dropped from a significant height a number of times onto a grid pattern. Research indicates that depth of improvement is a function of the square root of the impact energy; i.e. the pounder weight and pounder drop height. In the early days of dynamic compaction heavy duty cranes’ efficient lift capacities were limited to about 150 kN; however it soon became possible to lift heavier pounders using specially designed and manufactured rigs or tripods. The introduction of commercially available special cranes equipped with appropriate lift capacity now allows the use of pounders weighing up to 250 kN. More recently an innovative and patented pounder release mechanism called MARS has been developed. This system is capable of dropping pounders weighing up to 35 tons in free fall and automatically reconnecting to the pounder. This technology has resolved many practical problems and is able to transfer energy to the ground more efficiently. MARS was first successfully used for the treatment of 1.13 million m2 of loose desert dune sands with up to 28 m of thickness, and since then has also been used for treating saturated reclaimed sand and pre-collapsing karstic formations.

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    • A case study of vibration monitoring in a dynamic compaction project
      Hamidi, Babak; Nikraz, Hamid; Varaksin, S. (2011)
      Dynamic Compaction is a well established ground improvement technique in which a heavy pounder is dropped from a significant height to improve the soil’s mechanical properties. The pounder impact creates waves that compact ...
    • Dynamic Compaction Vibration Monitoring in a Saturated Site
      Hamidi, Babak; Nikraz, Hamid; Varaksin, S. (2011)
      Dynamic Compaction is a well established ground improvement technique in which a heavy pounder is dropped from a significant height to improve the soil’s mechanical properties. The pounder impact creates waves that compact ...
    • Application of dynamic compaction in Port of Ras Laffan Expansion Project
      Hamidi, Babak; Nikraz, Hamid; Varaksin, S. (2010)
      Dynamic Compaction (DC) has recently been used to improve 175,000 m2 of hydraulically reclaimed land using carbonate sand and gravel and with a variable thickness of up to 16 m as part of Port of Ras Laffan expansion in ...
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