In a soil investigation work at a site, Standard Penetration Test (SPT) was conducted at every 1.5 m interval up to 30 m depth. At 3 m depth, the observed number of hammer blows for three successive 150 mm penetrations were 8, 6 and 9, respectively. The SPT N- value at 3m depth, is
In a soil investigation work at a site, Standard Penetration Test (SPT) was conducted at every 1.5 m interval up to 30 m depth. At 3 m depth, the observed number of hammer blows for three successive 150 mm penetrations were 8, 6 and 9, respectively. The SPT N- value at 3m depth, is
Chapter2: Loads On Structures
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Problem 1P
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![In a soil investigation work at a site,
Standard Penetration Test (SPT) was
conducted at every 1.5 m interval up to
30 m depth. At 3 m depth, the observed
number of hammer blows for three
successive 150 mm penetrations were 8,
6 and 9, respectively. The SPT N- value
at 3m depth, is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcbb63598-dc84-41db-adc9-912f3ec831d3%2F626151a3-7a2e-4145-b24d-279762fc9e86%2Ffceytl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:In a soil investigation work at a site,
Standard Penetration Test (SPT) was
conducted at every 1.5 m interval up to
30 m depth. At 3 m depth, the observed
number of hammer blows for three
successive 150 mm penetrations were 8,
6 and 9, respectively. The SPT N- value
at 3m depth, is
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