Most piles were re-driven to achieve higher capacity. Pile capacity could not be achieved in one pier and additional piles were installed to reduce the required pile test loadPeiris, TAMorris, BKelly, RChan, K
In this study, it was found that WBUZPILE tends to over-predict the ultimate capacity of concrete piles, and is more suitable for predicting the capacity of steel H-piles when compared to static load test data. A comparison was performed with the design program DRIVEN, and yielded similar ...
This paper establishes a methodology to quantify pile setup by using recent field test data that was presented in a companion paper for steel H-piles driven in cohesive soils. Existing methods found in literature for the same purpose either require restrikes of piles onsite or are developed for...
To avoid this limitation and analyze other types of bridges, the simplified model has to be adapted to account for the interaction of structural elements, following the simplified methodology of Anastasopoulos et al. [4]. The essential assumptions of the proposed method are related to the ...
(3) influence of installation method not investigated for the different categories of piles in their database; (4) no information/discussion included regarding their selected criteria in defining the pile capacity; and (5) inconsistencies in the methodology adopted for their comparative and reliability...
pile load tests from different Mexico City clay locations, with allowance being made for site-specific details and local installation procedures. A quantitative assessment shows that the ICP methodology is free from significant bias and leads to more reliable estimates of static capacity than the ...
The formulas of ultimate load and initial stiffness varying with depth considering the size CRediT authorship contribution statement Bowen Sun: Conceptualization, Methodology, Validation, Writing – original draft. Chong Jiang: Resources, Formal analysis, Supervision. Li Pang: Writing – review & editing...
(i)generally takes a value between 0.025 mm and the maximum displacement of the element, and the initial value is 0.25 mm;Js(i)is 0.08–1.0 s/m, and the adjustment range is 0.02 s/m;RU(i)is assigned with reference to the static load test results, and the adjustment range of each ...
Also, it is given the methodology for determining the bearing capacity of piles. As an example of these methods, the results of the dynamic, static and new PDA (Pile Dynamic Analyzer) test of teamwork and piles of soil carried out on the construction site “The new railway station in ...
M. Hesham El Naggar: Supervision, Methodology, Resources, Writing, review, editing Authorship All listed authors meet the ICMJE criteria. We attest that all authors contributed significantly to the creation of this manuscript, each having fulfilled criteria as established by the ICMJE. We confirm...