The seismic refraction method was conducted to a project site and the results were as follows Distance Time (sec) from the source (m) 0. 50 180 0.05 0.1 Knowing that the weight density (unit weight) is uniformly distributed and equal 20 kN/m3. If the primary wave velocity in an intact sample of the same area Vp 3000 m/s (for all layers). Determine the ratio of the elastic modulus of the rock matrix to the modulus of the intact sample

Principles of Foundation Engineering (MindTap Course List)
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Chapter3: Natural Soil Deposits And Subsoil Exploration
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The seismic refraction method was conducted to a project site and the results were as follows
Distance
Time (sec)
from the source (m)
0.
0.05
0.1
50
180
Knowing that the weight density (unit weight) is uniformly distributed and equal 20 kN/m3. If the
primary wave velocity in an intact sample of the same area Vp 3000 m/s (for all layers). Determine
the ratio of the elastic modulus of the rock matrix to the modulus of the intact sample
Transcribed Image Text:The seismic refraction method was conducted to a project site and the results were as follows Distance Time (sec) from the source (m) 0. 0.05 0.1 50 180 Knowing that the weight density (unit weight) is uniformly distributed and equal 20 kN/m3. If the primary wave velocity in an intact sample of the same area Vp 3000 m/s (for all layers). Determine the ratio of the elastic modulus of the rock matrix to the modulus of the intact sample
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