Stresses obtained from Boussinesq's theory are considered reasonably satisfactory in foundation engineering because:-A-they represent stress distribution in homogeneous soil below loaded areaB-they account for anisotropy of soil properlyC-they give due regard to plastic behaviour of soils, particularly of settlement analysisD-they consider elastic soil medium, and the intensity of allowable stresses below foundations in most cases are quit small and justify elastic solutions-D-they consider elastic soil medium, and the intensity of allowable stresses below foundations in most cases are quit small and justify elastic solutions

Question

Stresses obtained from Boussinesq&#39;s theory are considered reasonably satisfactory in foundation engineering because:-A-they represent stress distribution in homogeneous soil below loaded areaB-they account for anisotropy of soil properlyC-they give due regard to plastic behaviour of soils, particularly of settlement analysisD-they consider elastic soil medium, and the intensity of allowable stresses below foundations in most cases are quit small and justify elastic solutions-D-they consider elastic soil medium, and the intensity of allowable stresses below foundations in most cases are quit small and justify elastic solutions

APTITUDE CRACK · Accepted Answer

D they consider elastic soil medium, and the intensity of allowable stresses below foundations in most cases are quit small and justify elastic solutions No answer description is available.

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Stresses obtained from Boussinesq's theory are considered reasonably satisfactory in foundation engineering because:

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UPSC Civil Service Exam Questions

Stresses obtained from Boussinesq's theory are considered reasonably satisfactory in foundation engineering because:

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For help Students Orientation Mcqs Questions

For help Students Orientation
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