Bearing Capacity - Case Studies

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Q. During a site investigation for a new building, which test is most commonly used to determine the bearing capacity of the soil?
  • A. Standard Penetration Test (SPT)
  • B. Cone Penetration Test (CPT)
  • C. Unconfined Compression Test
  • D. Atterberg Limits Test
Q. In a case study involving a deep foundation, which factor is most critical for its design?
  • A. Soil stratigraphy
  • B. Foundation material
  • C. Construction method
  • D. Load type
Q. In a case study, a foundation is failing due to excessive settlement. Which soil property is most likely to be the cause?
  • A. High shear strength
  • B. Low permeability
  • C. High compressibility
  • D. Low plasticity
Q. In a case study, a retaining wall is experiencing lateral earth pressure. Which factor is most critical in determining the wall's stability?
  • A. Soil cohesion
  • B. Wall height
  • C. Backfill angle
  • D. Drainage conditions
Q. In a case study, what is the purpose of performing a plate load test?
  • A. To determine soil permeability
  • B. To assess soil shear strength
  • C. To evaluate bearing capacity
  • D. To measure consolidation rate
Q. In a consolidation case study, what is the primary mechanism by which soil settles over time?
  • A. Shear failure
  • B. Volume change due to pore water expulsion
  • C. Plastic deformation
  • D. Elastic rebound
Q. What is the effect of a high water table on the bearing capacity of soil in a case study?
  • A. Increases bearing capacity
  • B. Decreases bearing capacity
  • C. No effect
  • D. Depends on soil type
Q. What is the primary concern when designing a foundation on expansive clay in a case study?
  • A. Frost heave
  • B. Settlement
  • C. Lateral movement
  • D. Swelling and shrinkage
Q. What is the primary factor affecting the bearing capacity of soil in a case study involving shallow foundations?
  • A. Soil type
  • B. Water table level
  • C. Foundation depth
  • D. All of the above
Q. Which method is commonly used to estimate the ultimate bearing capacity of a shallow foundation in a case study?
  • A. Terzaghi's equation
  • B. Mohr-Coulomb failure criterion
  • C. Rankine's earth pressure theory
  • D. Boussinesq's equation
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