The soil profile from a geological map of a project site obtained during a Phase I investigation is shown in Fig. 1 For the proposed building shown, plan a pre- iminary soils exploration program (e.g., number of bore- holes, location and depth of boreholes, type of tests -equired).
The soil profile from a geological map of a project site obtained during a Phase I investigation is shown in Fig. 1 For the proposed building shown, plan a pre- iminary soils exploration program (e.g., number of bore- holes, location and depth of boreholes, type of tests -equired).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problem 2
The soil profile from a geological map of a project site
obtained during a Phase I investigation is shown in
Fig. 1
For the proposed building shown, plan a pre-
liminary soils exploration program (e.g., number of bore-
holes, location and depth of boreholes, type of tests
required).
Elevation-m (ft)
5+00 (15+00)
7+00 (20+00)
9+00 (30+00)
20 m (60 ft)
40 m (120 ft)
FIGURE 1
valpakoso
Camera pa
APA
wį más propose
p
All under
10 m
(30 ft)
Factory
Total load
- 15 kPa
(300 psf)
50 m (150 ft)
Soft clay
Mixture of clay
and silt.
Contine
1000
1060
Dense sand and gravel
Bedrock
(a) Soil profile
40 m (120 ft)
Office
Total load 12 kPa
(250 psf)
(b) Plan](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3e3fb2c8-4a03-48a0-a270-c334a702aa25%2Fa9409edb-e47c-425d-abcd-7ccf8978d4e7%2Fjwo5iwi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 2
The soil profile from a geological map of a project site
obtained during a Phase I investigation is shown in
Fig. 1
For the proposed building shown, plan a pre-
liminary soils exploration program (e.g., number of bore-
holes, location and depth of boreholes, type of tests
required).
Elevation-m (ft)
5+00 (15+00)
7+00 (20+00)
9+00 (30+00)
20 m (60 ft)
40 m (120 ft)
FIGURE 1
valpakoso
Camera pa
APA
wį más propose
p
All under
10 m
(30 ft)
Factory
Total load
- 15 kPa
(300 psf)
50 m (150 ft)
Soft clay
Mixture of clay
and silt.
Contine
1000
1060
Dense sand and gravel
Bedrock
(a) Soil profile
40 m (120 ft)
Office
Total load 12 kPa
(250 psf)
(b) Plan
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