This is Civil Engineering. Specifically Foundation Engineering. Please post thorough answers and work. Any plot needs to be computer generated. Thank you. This question is focusing on 8.10 but posting 8.9 to have reference photo 8.10 The results of standard penetration tests in a granular soildeposit are as follows:Depth (ft)510152025Standard penetrationnumber, N60111012914What will be the net allowable bearing capacity of a foundationplanned to be 6 ft x 6 ft? Let Df = 3 ft and the allowable settlement =1 in., and use the relationship presented in Table 8.9. 8.9 A continuous foundation on a deposit of sand layer is shown inFigure P8.9, along with the variation of the modulus of elasticity ofthe soil (E.). Assuming y = 18 kN/m³ and C₂ for 10 years,calculate the elastic settlement of the foundation using the straininfluence factor method of Schmertmann et al. (1978).Figure P8.91.5 m▸ DetailsSand2.5m214-195 kN/m²E,-6000Depth (m)E, (KN/m²)E, 12,000E-10,000

8.10 The results of standard penetration tests in a granular soil deposit are as follows: Depth (ft) 5 10 15 20 25 Standard penetration number, Noo 11 10 12 14 What will be the net allowable bearing capacity of a foundation planned to be 6 ft x 6 ft? Let D; = 3 ft and the allowable settlement = 1 in., and use the relationship presented in Table 8.9.

8.10 The results of standard penetration tests in a granular soil deposit are as follows: Depth (ft) 5 10 15 20 25 Standard penetration number, Noo 11 10 12 14 What will be the net allowable bearing capacity of a foundation planned to be 6 ft x 6 ft? Let D; = 3 ft and the allowable settlement = 1 in., and use the relationship presented in Table 8.9.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter17: Subsoil Exploration

Section: Chapter Questions

Problem 17.13P

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