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The soil profile from a geological map of a project site obtained during a Phase 1 investigation as shown Figure 1. For the proposed building: a) Briefly outline the steps in reconnaissance survey and preliminary evaluation of the site. b) Show on a sketch (plan view) your recommendations for the location of borings to be made at the site. c) Give recommendations for the type and depth of borings, the frequency of sampling (if any), and in situ tests (if any), etc. Use handout showed in the class/textbook/Navy Manual/web resources. Please use references when you're recommending something. Elevation-m (ft) 5+00 (15+00) 7+00 (20+00) 9+00 (30+00) 20 m (60 ft) 40 m (120 ft) 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 gravel. Bedrock (a) Soil profile 40 m (120 ft) Office Total load 12 kPa (250 psf) (b) Plan Figure 1: Project Site

The soil profile from a geological map of a project site obtained during a Phase 1 investigation as shown Figure 1. For the proposed building: a) Briefly outline the steps in reconnaissance survey and preliminary evaluation of the site. b) Show on a sketch (plan view) your recommendations for the location of borings to be made at the site. c) Give recommendations for the type and depth of borings, the frequency of sampling (if any), and in situ tests (if any), etc. Use handout showed in the class/textbook/Navy Manual/web resources. Please use references when you're recommending something. Elevation-m (ft) 5+00 (15+00) 7+00 (20+00) 9+00 (30+00) 20 m (60 ft) 40 m (120 ft) 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 gravel. Bedrock (a) Soil profile 40 m (120 ft) Office Total load 12 kPa (250 psf) (b) Plan Figure 1: Project Site

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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The soil profile from a geological map of a project site obtained during a Phase 1 investigation as shown Figure 1. For the proposed building: a) Briefly outline the steps in reconnaissance survey and preliminary evaluation of the site. b) Show on a sketch (plan view) your recommendations for the location of borings to be made at the site. c) Give recommendations for the type and depth of borings, the frequency of sampling (if any), and in situ tests (if any), etc. Use handout showed in the class/textbook/Navy Manual/web resources. Please use references when you're recommending something. Elevation-m (ft) 5+00 (15+00) 7+00 (20+00) 9+00 (30+00) 20 m (60 ft) 40 m (120 ft) 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 Figure 1: Project Site
Transcribed Image Text:The soil profile from a geological map of a project site obtained during a Phase 1 investigation as shown Figure 1. For the proposed building: a) Briefly outline the steps in reconnaissance survey and preliminary evaluation of the site. b) Show on a sketch (plan view) your recommendations for the location of borings to be made at the site. c) Give recommendations for the type and depth of borings, the frequency of sampling (if any), and in situ tests (if any), etc. Use handout showed in the class/textbook/Navy Manual/web resources. Please use references when you're recommending something. Elevation-m (ft) 5+00 (15+00) 7+00 (20+00) 9+00 (30+00) 20 m (60 ft) 40 m (120 ft) 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 Figure 1: Project Site
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