Zobrazeno 1 - 10
of 158
pro vyhledávání: '"Monica Prezzi"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 23, Iss 8 (2017)
Model pile load testing is effective to study the load-settlement behaviour of pile foundations given the controlled environment in which the testing is done. This paper reports a testing program in a large calibration chamber involving individual
Externí odkaz:
https://doaj.org/article/248601a186c2469aa3ba91a2f3024b85
Autor:
Irem Zeynep Yildirim, Monica Prezzi
Publikováno v:
Advances in Civil Engineering, Vol 2011 (2011)
Steel slag is a byproduct of the steelmaking and steel refining processes. This paper provides an overview of the different types of steel slag that are generated from basic-oxygen-furnace (BOF) steelmaking, electric-arc-furnace (EAF) steelmaking, an
Externí odkaz:
https://doaj.org/article/195c906f81684dd2b27ecce3b94a6896
Publikováno v:
Advances in Civil Engineering, Vol 2011 (2011)
Externí odkaz:
https://doaj.org/article/5f8612eda2b94b74a0ba242ddd12b43f
Publikováno v:
Géotechnique. 72:1035-1050
Due to the increasing demand for renewable clean energy, there has been rapid growth in the development of offshore wind energy resources in recent years. The majority of offshore wind turbines are founded on single, large-diameter, open-ended pipe p
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 149
Publikováno v:
Journal of Materials in Civil Engineering. 35
Publikováno v:
Acta Geotechnica. 18:1331-1351
During installation of driven or jacked piles in sand, particle crushing occurs in a region below the base of these piles. Quantification of the degree and extent of particle crushing during driving or jacking in sand is necessary to improve current
Publikováno v:
Acta Geotechnica.
This paper reports the results of a series of monotonic compressive and cyclic load tests performed on a closed-ended jacked model pile installed in a half-cylindrical calibration chamber with image analysis capabilities. The monotonic compressive lo
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 149
Publikováno v:
Acta Geotechnica. 16:3489-3516
This paper presents the results and analyses of uniaxial compression experiments performed on three silica sands. The sands have comparable particle-size distributions, but their particles differ in morphology and strength. Cylindrical samples of the