The modulus reduction variables reduced in proportion to the rise in section displacement, and a greater sand stratum thickness yielded a greater modulus reduction factor for higher pile segments (see Determine 3 and Figure 11a). In distinction, the envisioned behaviours on the reduce and middle segments presented results with a https://waylonzkvhq.targetblogs.com/32219527/the-greatest-guide-to-foundation-pile-testing-bd