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Dynamic compaction case study in india

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From: Victor C.
Added: 14.04.2021
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A 2,, square foot residential project along the Red Sea in Yanbu, Saudi Arabia was underlain by approximately 2 meters of dense sand and gravel, which was in turn underlain by loose silty and clayey sand, and clay. The groundwater table was approximately 8 to 9 feet deep. The project consisted of two to four story residential construction, principally villas and townhouses. Fourteen lots of 5 acres each were set aside along the Red Sea for members of the Saudi Royal Family. Dynamic compaction was performed using weights of 13 to 16 tons dropped from heights of about 60 feet.
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Ground Improvement Technologies and Case Histories (ISGI09)

Written by an international group of contributors, Ground Improvement Case Histories: Compaction, Grouting and Geosynthetics provides over pages of international case-histories. Each case-history provides an overview of the specific technology followed by applications, with some cases offering a comprehensive back-analysis through numerical modelling. Professor Indraratna is the author of more than publications, including 6 books, about journal papers and 50 invited keynote and plenary lectures. His contributions through research and development towards the understanding of soft soil improvement have been incorporated by numerous organizations into their engineering practices for the design of rail and road embankments. Chu is a professor and the holder of James M. He has been actively engaged in teaching, research and consulting work in geotechnical engineering in general and soil properties, in-situ and laboratory testing, soil improvement and land reclamation in particular for more than 20 years.
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Ground Improvement Case Histories

The application case of dynamic compaction DC is realized in highway. In this paper, the in situ tests for evaluating effectiveness of DC are performed on a liquefiable soil and soft soil interbedding foundation encountered in highway engineering practice. Excess pore pressure, total surface settlement and lateral deformation under DC impact are measured and analysed. The calculating results of the formulation of improvement depth of the DC are agreement with the measuring results.
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What is it? Comprehensive collection and discussion of over 90 dynamic compaction projects successfully completed on coal mine spoil sites. Discussion on the green benefits of ground improvement compared to alternative foundation alternatives.
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