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The soil profile from a geological map of a project site obtained during a Phase I investigation is shown in Fig. For the proposed building shown, plan a pre- 1 liminary soils exploration program (e.g., number of bore- holes, location and depth of boreholes, type of tests required).

The soil profile from a geological map of a project site obtained during a Phase I investigation is shown in Fig. For the proposed building shown, plan a pre- 1 liminary soils exploration program (e.g., number of bore- holes, location and depth of boreholes, type of tests required).

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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 10 m (30 ft) Factory Total load -15 kPa (300 psf) 50 m (150 ft) Soft clay Mixture of clay and silt Dense sand and gravels 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 10 m (30 ft) Factory Total load -15 kPa (300 psf) 50 m (150 ft) Soft clay Mixture of clay and silt Dense sand and gravels Bedrock (a) Soil profile -40 m (120 ft) Office Total load 12 kPa (250 psf) (b) Plan
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