The modulus reduction variables decreased in proportion to the rise in section displacement, and a higher sand stratum thickness yielded a larger modulus reduction variable for higher pile segments (see Determine three and Determine 11a). In contrast, the predicted behaviours of your decreased and middle segments presented results which has https://griffinkvfqz.blogpayz.com/31908337/a-simple-key-for-foundation-pile-testing-bd-unveiled