For the design of an eccentrically loaded shallow foundation, given the following:Y = 19 kN/m³Ysat = 20 kN/m³p' = 30°C' = 8 kN/m²Water Table at 0.5 m depth from GLSoil:3Foundation: Size = 1.5 m * 1.5 mDf = 1 m from GLe/B = 0.10 (one way eccentricity)Estimate the ultimate load per unit length of the foundation. using Meyerhof's method

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For the design of an eccentrically loaded shallow foundation, given the following: Soil: y = 19 kN/m³ 20 kN/m3 Vsat = p' = 30° C' = 8 kN/m² Water Table at 0.5 m depth from GL Foundation: Size 1.5 m * 1.5 m Df = 1 m from GL e/B = 0.10 (one way eccentricity) Estimate the ultimate load per unit length of the foundation. USing Meyerhof's method

For the design of an eccentrically loaded shallow foundation, given the following: Soil: y = 19 kN/m³ 20 kN/m3 Vsat = p' = 30° C' = 8 kN/m² Water Table at 0.5 m depth from GL Foundation: Size 1.5 m * 1.5 m Df = 1 m from GL e/B = 0.10 (one way eccentricity) Estimate the ultimate load per unit length of the foundation. USing Meyerhof's method

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 6.6P: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0...

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Consider a continuous foundation of width B = 1.4 m on a sand deposit with c = 0, = 38, and = 17.5 kN/m3. The foundation is subjected to an eccentrically inclined load (see Figure 6.33). Given: load eccentricity e = 0.15 m, Df = 1 m, and load inclination = 18. Estimate the failure load Qu(ei) per unit length of the foundation a. for a partially compensated type of loading [Eq. (6.89)] b. for a reinforced type of loading [Eq. (6.90)]
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Consider a continuous foundation of width B = 1.4 m on a sand deposit with c' = 0, Φ' = 38° and γ = 17.5 kN/m3. The foundation is subjected to an eccentrically inclined load (see Figure 4.31). Given: load eccentricity e = 0.15 m, Df = 1 m, and load inclination β = 18°. Estimate the failure load Qu(ei) per unit length of the foundation a. for a partially compensated type of loading [Eq. (4.85)] b. for a reinforced type of loading [Eq. (4.86)]
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