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stone columns are designed to strengthen compressible soils and thereby counter the effect of settlement beneath buildings they allow the use of shallow foundations on ground that we usually call for deep foundations under structures with an evenly spread load the columns are installed in a regular grid pattern their diameter is usually between 40 and 120 centimeters the technique uses a vibrating probe which under the combined effects of vibration its own weight and the pull down force is sunk into the ground until it docHubes the required layer the ballast is then incorporated into the ground as the tool is raised either from the top of the boring area or directly to the base of the probe through an adjacent to the variant used depends on the nature of the site [Music] the ballast is compacted as the tool is raised our rigs are equipped with quality control systems which continually monitor the parameters of boring and compaction this is a valuable aid which allows us to monitor and
