Estimating Deformation Modulus and Bearing Capacity of Deep Soils from Dynamic Penetration Test

<div>Relationship between ultimate bearing capacity and correct DPT blow counts for gravelly soils in Chengdu Plain (from Chengdu Code DB51/T 5026-2001).</div>

Advances in Civil Engineering

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Table 7

Table 7: Estimating Deformation Modulus and Bearing Capacity of Deep Soils from Dynamic Penetration Test 