12.10 A concrete pile 15.24 m long having a cross section of406 mm × 406 mm is fully embedded in a saturated claylayer for which Ysat = 19.02 kN/m³, p = 0, and c₂ =76.7 kN/m². Determine the allowable load that the pile cancarry. (Let FS = 3.) Use the a method Eq. (12.61) and Table12.11 to estimate the skin friction and Vesic's method forpoint load estimation.

Given Data:The length of a concrete pile is .The cross-section area of the pile is .The saturated…

A concrete pile 15.24 m long having a cross section of 406 mm x 406 mm is fully embedded in a saturated clay layer for which Ysat = 19.02 kN/m³, = 0, and c, = 76.7 kN/m². Determine the allowable load that the pile can carry. (Let FS = 3.) Use the a method Eq. (12.61) and Table 12.11 to estimate the skin friction and Vesic's method for point load estimation.

A concrete pile 15.24 m long having a cross section of 406 mm x 406 mm is fully embedded in a saturated clay layer for which Ysat = 19.02 kN/m³, = 0, and c, = 76.7 kN/m². Determine the allowable load that the pile can carry. (Let FS = 3.) Use the a method Eq. (12.61) and Table 12.11 to estimate the skin friction and Vesic's method for point load estimation.

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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Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

12.10 A concrete pile 15.24 m long having a cross section of
406 mm × 406 mm is fully embedded in a saturated clay
layer for which Ysat = 19.02 kN/m³, p = 0, and c₂ =
76.7 kN/m². Determine the allowable load that the pile can
carry. (Let FS = 3.) Use the a method Eq. (12.61) and Table
12.11 to estimate the skin friction and Vesic's method for
point load estimation.

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Step 1: Given Data:

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Step 2: Vesic's bearing capacity factor

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Step 3: rigidity index of purely cohesive soils

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Step 4: shaft resistance

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Step 5: Q allowable

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