A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Settlement of Pile Groups Bearing on Stiffer Strata
Solutions are described for the settlement interaction between two piles which rest on a bearing stratum stiffer than the overlying soil. These solutions may be used to predict group settlement ratios for any general pile group. The stiffer bearing stratum decreases the settlement interaction, and hence the settlement ratio of a pile group. The effect is most pronounced for shorter stiffer piles; for slender piles, the nature of the bearing stratum is relatively unimportant unless the piles are almost rigid. (Author)
Settlement of Pile Groups Bearing on Stiffer Strata
Solutions are described for the settlement interaction between two piles which rest on a bearing stratum stiffer than the overlying soil. These solutions may be used to predict group settlement ratios for any general pile group. The stiffer bearing stratum decreases the settlement interaction, and hence the settlement ratio of a pile group. The effect is most pronounced for shorter stiffer piles; for slender piles, the nature of the bearing stratum is relatively unimportant unless the piles are almost rigid. (Author)
Settlement of Pile Groups Bearing on Stiffer Strata
H. G. Poulos (author) / N. S. Mattes (author)
1973
21 pages
Report
No indication
English
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