Example Problems

Example

Example Problem 1: Calculate the corrected N-value (N1)60(N_1)_{60} given the following field data:
  • Raw field blow count, Nfield=15N_{field} = 15.
  • Depth of test = 6m in a uniform sand layer with γ=18kN/m3\gamma = 18 \, kN/m^3. The water table is very deep.
  • Hammer Efficiency ηH=45%\eta_H = 45\% (Typical for older Donut hammers).
  • Assume Borehole, Sampler, and Rod length correction factors are all equal to 1.0.

Step-by-Step Solution

0 of 4 Steps Completed
1

Example

Example Problem 2: A standard penetration test (SPT) was conducted in a dense sand layer at a depth of 6m6 \, m. The blow counts for three successive intervals were 88, 1212, and 1515. The groundwater table is located at a depth of 2m2 \, m. The soil has a dry unit weight of 17kN/m317 \, kN/m^3 above the water table and a saturated unit weight of 20kN/m320 \, kN/m^3 below. The test was conducted using a US safety hammer with an energy efficiency of 60%60\%. Calculate the fully corrected SPT value.

Step-by-Step Solution

0 of 4 Steps Completed
1

Example

Example Problem 3: A thin-walled Shelby tube sampler with an outside diameter of 50.8mm50.8 \, mm and an inside diameter of 47.6mm47.6 \, mm is used to extract a clay sample. Calculate the Area Ratio of the sampler and determine if the sample is considered undisturbed.

Step-by-Step Solution

0 of 2 Steps Completed
1