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.

UPSC Civil Service Exam Questions - Engineering

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

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UPSC Civil Service Exam Questions - Engineering

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
Mcqs Questions