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).

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Chapter2: Loads On Structures
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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
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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