S Haldar, GLS Babu - Canadian Geotechnical Journal, 2008 - cdnsciencepub.com
The in situ behaviour of pile foundations is considerably influenced by variability in soil properties. Cone penetration (CPT) data are often used to determine the pile ultimate …
SH Chung, SR Yang - Materials Research Innovations, 2014 - Taylor & Francis
In this study, the loading behaviour of a small scale, single pile in unsaturated clayey soil was examined through a series of laboratory pile load tests and numerical analysis. To …
Nesta dissertação avalia-se a capacidade resistente última de estacas em compressão usando análises em tensão/deformação. A capacidade resistente última das estacas é …
RZ Moayed, M Kamalzare, A Judi - Proceedings of the …, 2013 - icevirtuallibrary.com
The behaviour of solid circular concrete piles in clayey soils under a combination of lateral and vertical loading was investigated by numerical analysis. Piles with different lengths were …
MM Ahmadi, MJ Mashin Chian - Amirkabir Journal of Civil Engineering, 2022 - ceej.aut.ac.ir
Pile foundations are one of the most important foundation systems in geotechnical engineering. The design of pile foundations and the estimation of pile bearing capacity have …
The use of auger cast-in-place (ACIP) pilings is very common in Florida; however, there is a significant degree of uncertainty in determining the actual capacity of the pilings, especially …
P Yang, S Xue, L Song, S Feng - scholar.archive.org
The density of the soil increased during the self-consolidation of dredger fill, which would affect the negative skin friction of pile-soil interface and further affect bearing capacity of pile …