Boring Log A soil profile is shown in figure (1) along with the standard penetration numbers at each 1.5m. The numbers of blows required of three 150-mm intervals are recorded. Use united state safety hammer with E, =90 percent, the borehole diameter is 110 mm, the drill rod length is 8 m and the sample is without liner. The water table at 1.5 m. Calculate the measured SPT N values, N70, in depths (1.5 and 3 m). Soil description Depth (m) Soil sample type and number N 0 Y = 16.5 kN/m² "GWT 1 y= 19 kN/m³ You-19 kN/m ** Comments (%) 1.5 4,4,6 SS-1 8.2 5.5.6 SS-2 17.6 LL 38 P1-11 2,4,5 ST-1 20.4 LL-36 5 4.- 112 kN/m² 6,7,7 SS-3 20.6 7- Y=19.5 kN/m³ 7,8,9 SS-4 9

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter10: Drilled-shaft Foundations
Section: Chapter Questions
Problem 10.9P
Question
Boring Log
A soil profile is shown in figure (1) along with
the standard penetration numbers at each 1.5m. The
numbers of blows required of three 150-mm intervals are
recorded. Use united state safety hammer with E, =90
percent, the borehole diameter is 110 mm, the drill rod
length is 8 m and the sample is without liner. The water
table at 1.5 m. Calculate the measured SPT N values,
N70, in depths (1.5 and 3 m).
Soil
description
Depth
(m)
Soil
sample
type and
number
N
0
Y = 16.5 kN/m²
"GWT 1
y= 19 kN/m³
You-19 kN/m
**
Comments
(%)
1.5
4,4,6
SS-1
8.2
5.5.6
SS-2
17.6
LL 38
P1-11
2,4,5
ST-1
20.4
LL-36
5
4.- 112 kN/m²
6,7,7
SS-3
20.6
7-
Y=19.5 kN/m³
7,8,9
SS-4
9
Transcribed Image Text:Boring Log A soil profile is shown in figure (1) along with the standard penetration numbers at each 1.5m. The numbers of blows required of three 150-mm intervals are recorded. Use united state safety hammer with E, =90 percent, the borehole diameter is 110 mm, the drill rod length is 8 m and the sample is without liner. The water table at 1.5 m. Calculate the measured SPT N values, N70, in depths (1.5 and 3 m). Soil description Depth (m) Soil sample type and number N 0 Y = 16.5 kN/m² "GWT 1 y= 19 kN/m³ You-19 kN/m ** Comments (%) 1.5 4,4,6 SS-1 8.2 5.5.6 SS-2 17.6 LL 38 P1-11 2,4,5 ST-1 20.4 LL-36 5 4.- 112 kN/m² 6,7,7 SS-3 20.6 7- Y=19.5 kN/m³ 7,8,9 SS-4 9
Expert Solution
steps

Step by step

Solved in 2 steps with 2 images

Blurred answer
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781305081550
Author:
Braja M. Das
Publisher:
Cengage Learning
Fundamentals of Geotechnical Engineering (MindTap…
Fundamentals of Geotechnical Engineering (MindTap…
Civil Engineering
ISBN:
9781305635180
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Principles of Geotechnical Engineering (MindTap C…
Principles of Geotechnical Engineering (MindTap C…
Civil Engineering
ISBN:
9781305970939
Author:
Braja M. Das, Khaled Sobhan
Publisher:
Cengage Learning