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Terzaghi’s bearing capacity equation is not applicable for ____________
  • a)
    Depth effect and Inclination factor
  • b)
    Narrow slope
  • c)
    None of the mentioned
  • d)
    All of the mentioned
Correct answer is option 'A'. Can you explain this answer?
Most Upvoted Answer
Terzaghi’s bearing capacity equation is not applicable for _____...
Terzaghi assumed the value of angle ψ = φ, which is not true. Since footings are normally rough, ψ has been found close to 45° + φ/2 than to φ, thus Terzaghi’s bearing capacity equations do not have provision for including depth effects, inclination factors, etc.
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Terzaghi’s bearing capacity equation is not applicable for _____...
Karl von Terzaghi (1883-1963) was an Austrian civil engineer and geotechnical engineer. He is widely regarded as the father of soil mechanics and geotechnical engineering.

Terzaghi was born in Prague, then part of the Austro-Hungarian Empire. He studied civil engineering at the Technical University of Graz and later earned a doctorate in engineering at the University of Leipzig.

Terzaghi's most significant contribution to the field of geotechnical engineering was his development of the principle of effective stress, which explains how the load on soil is distributed and how it affects the strength and stability of the soil. He also developed theories on consolidation, settlement, and soil compaction.

Terzaghi's work revolutionized the field of geotechnical engineering and laid the foundation for modern soil mechanics. His principles and theories are still widely used today in the design and analysis of foundations, slopes, retaining walls, and other geotechnical structures.

Terzaghi worked as a professor at various universities, including the Technical University of Vienna, Massachusetts Institute of Technology, and Harvard University. He also consulted on numerous engineering projects around the world.

Terzaghi received several honors and awards for his contributions to the field of geotechnical engineering, including the Franklin Medal from the Franklin Institute in 1948. He passed away in 1963, but his legacy continues to shape the practice of geotechnical engineering.
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Terzaghi’s bearing capacity equation is not applicable for ____________a)Depth effect and Inclination factorb)Narrow slopec)None of the mentionedd)All of the mentionedCorrect answer is option 'A'. Can you explain this answer?
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