Answered: on a site nderlain by expansive Deen…

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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Transcribed Image Text:2m 5 m Firm clay Cu 60 kPa, a=0.9 Very stiff clay Cu=200 kPa, a=0.55 Very stiff clay Cu = 160 kPa, a = 0.6 Fig. 3-Soil profile Equations U=ndLP tan ops U = лdL₁αС₁ Q₁ = A, (aC₁) Qb = AbCuNc Non-expansive Expansive and active Expansive and stable zone

Transcribed Image Text:c) Figure 3 presents a profile of clay soil on a site selected for the construction of a 5- storey office block. As the site is underlain by expansive clay soils, bored foundations of 400 mm diameter have been The load on a typical pile recommended. pile is 1200 kN and a factor of safety of 2.5 has been adopted. single Determine the safe pile length.

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