Q3/ A standard penetration test was carried out at a site. The soil profile is given in Fig. 3 with the penetration values. The average soil data are given for each layer. Compute the corrected values of N60, (N₁)60 and o average for sand layers only. Assume: standard 10 sampler, united state safety hammer and diameter of borehole 150mm. Depth (m) 0 12 14 Sand 7-18.5 kN/m 18.5 kN/m Sand 19,81 kN/m 2m im N-value
Q3/ A standard penetration test was carried out at a site. The soil profile is given in Fig. 3 with the penetration values. The average soil data are given for each layer. Compute the corrected values of N60, (N₁)60 and o average for sand layers only. Assume: standard 10 sampler, united state safety hammer and diameter of borehole 150mm. Depth (m) 0 12 14 Sand 7-18.5 kN/m 18.5 kN/m Sand 19,81 kN/m 2m im N-value
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Natural Soil Deposits And Subsoil Exploration
Section: Chapter Questions
Problem 3.14P
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Question
![Q3/ A standard penetration test was
carried out at a site. The soil profile
is given in Fig. 3 with the
penetration values. The average
soil data are given for each layer.
Compute the corrected values of
N60, (N1)60 and o average for sand
layers only. Assume: standard 10
sampler, united state safety
hammer and diameter of borehole
150mm.
Depth (m)
0
12
14
Sand
7-18.5 kN/m
18.5 kN/m
Sand
19.81 kN/m
2m
+4+E
Im
N-value](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F84f90421-1f36-43a1-85d6-f8a580d2b232%2Ffe2971c5-e793-49b6-be2a-6d0e4ae3146d%2Frcfrhcj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3/ A standard penetration test was
carried out at a site. The soil profile
is given in Fig. 3 with the
penetration values. The average
soil data are given for each layer.
Compute the corrected values of
N60, (N1)60 and o average for sand
layers only. Assume: standard 10
sampler, united state safety
hammer and diameter of borehole
150mm.
Depth (m)
0
12
14
Sand
7-18.5 kN/m
18.5 kN/m
Sand
19.81 kN/m
2m
+4+E
Im
N-value
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