Estimate: 1. The required drop height 2. Spacing of the drops 3. Number of drops required 4. Number of passes required 5. SPT blow counts after improvement, and 6. Settlement.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The site soil consists of loose sand that are dry within the top 3 m and saturated below. The present blow counts
ranging between 2 and 10. Due to concerns regarding liquefaction dynamic compaction is proposed. The soil
should be improved to a depth of 10 m. A 20-ton tamper with a diameter of 1.5 m and a height of 1.5 m is
available. Assume a square pattern. More than one pass may be required.
Estimate:
1. The required drop height
2. Spacing of the drops
3. Number of drops required
4. Number of passes required
5. SPT blow counts after improvement, and
6. Settlement.
Transcribed Image Text:The site soil consists of loose sand that are dry within the top 3 m and saturated below. The present blow counts ranging between 2 and 10. Due to concerns regarding liquefaction dynamic compaction is proposed. The soil should be improved to a depth of 10 m. A 20-ton tamper with a diameter of 1.5 m and a height of 1.5 m is available. Assume a square pattern. More than one pass may be required. Estimate: 1. The required drop height 2. Spacing of the drops 3. Number of drops required 4. Number of passes required 5. SPT blow counts after improvement, and 6. Settlement.
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