Figure 3. Profile of soil P-wave and S-wave velocities taken in site preparation borings below the Factor building. From the “Report of Foundation Investigation…” (see References for full citation).

Figure 2. Profile of soil characteristics in one of three site preparation borings below the Factor building. The soil characteristics continue similarly to the maximum boring depth of about 30 m. Profiles for the other two borings look similar. From the “Report of Foundation Investigation…” (see References for full citation).

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