The new embankment to be built on top of the landfill is to range in height from a low of 3 mto as much as 7.5 m. In the area where the embankment height is the greatest, the predictionof settlement for the typical existing conditions ranges from 43 to 74 mm. Secondarysettlement is estimated at 200 mm. Standard penetration tests SPT values ranging from about5 to 25 with an average of 13. Improvement in SPT value of at least 30-40 will be desirable.Because of the possibility that there could be voids and loose pockets within the landfill,dynamic compaction is selected to reduce the anticipated differential settlement.Plan a dynamic compaction procedure for this site.
Question
The new embankment to be built on top of the landfill is to range in height from a low of 3 mto as much as 7.5 m. In the area where the embankment height is the greatest, the predictionof settlement for the typical existing conditions ranges from 43 to 74 mm. Secondarysettlement is estimated at 200 mm. Standard penetration tests SPT values ranging from about5 to 25 with an average of 13. Improvement in SPT value of at least 30-40 will be desirable.Because of the possibility that there could be voids and loose pockets within the landfill,dynamic compaction is selected to reduce the anticipated differential settlement.Plan a dynamic compaction procedure for this site.
Solution
Planning a dynamic compaction procedure for this site involves several steps:
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Site Investigation: Before starting the compaction process, a thorough site investigation is necessary. This includes studying the soil type, its characteristics, and the presence of any voids or loose pockets within the landfill. The SPT values obtained from the site investigation will help in determining the compaction energy required.
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Selection of Compaction Equipment: Based on the site investigation, select the appropriate dynamic compaction equipment. The equipment should be capable of delivering the required compaction energy. The choice of equipment will also depend on the height of the embankment and the predicted settlement values.
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Design of Compaction Grid: The next step is to design a compaction grid. This grid will guide the compaction process, ensuring that the entire site
Similar Questions
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sanitary landfilling process
Draw the diagram of a double liner system of landfill and explain the functions of various components.
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