Chapter 10 Extra Example 1 - Stress change due to rectangular loading (using linear interpolation)
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Загружено: 2021-05-01
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Chapter 10 Stresses in a Soil Mass
Two approaches presented:
Use linear interpolation to find I3 value from Table 10.10.
Use Figure 10.24 to read I3 from the graph.
Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018.
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Chapter 2 - Origin of Soil and Grain Size
• Chapter 2 Origin of Soil and Grain Size (G...
Chapter 3 - Weight-Volume Relationships
• Chapter 3 Weight-Volume Relationships (Geo...
Chapter 4 - Plasticity and Structure of Soil
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Chapter 5 - Classification of Soil
• Chapter 5 Classification of Soil (Geotechn...
Chapter 6 - Soil Compaction
• Chapter 6 Soil Compaction (Geotechnical En...
Chapter 7 - Permeability
• Chapter 7 Permeability (Geotechnical Engin...
Chapter 8 - Seepage
• Chapter 8 Seepage (Geotechnical Engineering)
Chapter 9 - In situ Stresses
• Chapter 9 In Situ Stresses (Geotechnical E...
Chapter 10 - Stresses in a Soil Mass
• Chapter 10 Stresses in a Soil Mass (Geotec...
Chapter 11 - Compressibility of Soil
• Chapter 11 Compressibility of Soil (Consol...
Chapter 12 - Shear Strength of Soil
• Chapter 12 Shear Strength of Soil (Geotech...
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