A proposed construction site with soil of cohesive materials requires ground improvement works. Since soil with cohesive materials does not respond well to vibration when using vibro compaction, the project engineer has decided to adopt the vibro replacement (vibro floatation) method instead. Elaborate on the process involved when using this method for each of the following steps; i) Penetration. ii) Replacement. ji) Finishing.
A proposed construction site with soil of cohesive materials requires ground improvement works. Since soil with cohesive materials does not respond well to vibration when using vibro compaction, the project engineer has decided to adopt the vibro replacement (vibro floatation) method instead. Elaborate on the process involved when using this method for each of the following steps; i) Penetration. ii) Replacement. ji) Finishing.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A proposed construction site with soil of cohesive materials requires ground improvement
works. Since soil with cohesive materials does not respond well to vibration when using
vibro compaction, the project engineer has decided to adopt the vibro replacement (vibro
floatation) method instead. Elaborate on the process involved when using this method for
each of the following steps;
i) Penetration.
ii) Replacement.
iii) Finishing.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F894e4d0c-335d-47a5-8f56-3884f933af10%2F7458a0e7-749c-4296-a2e1-562ba49b231d%2Fskcafg7g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A proposed construction site with soil of cohesive materials requires ground improvement
works. Since soil with cohesive materials does not respond well to vibration when using
vibro compaction, the project engineer has decided to adopt the vibro replacement (vibro
floatation) method instead. Elaborate on the process involved when using this method for
each of the following steps;
i) Penetration.
ii) Replacement.
iii) Finishing.
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