CPT-based design method for helical piles in sand (2023)
Attributed to:
Screw piles for wind energy foundation systems
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Digital Object Identifier: http://dx.doi.org/10.1139/cgj-2022-0209
Publication URI: http://dx.doi.org/10.1139/cgj-2022-0209
Type: Journal Article/Review
Parent Publication: Canadian Geotechnical Journal