Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Yifa Wang"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 5, p 750 (2024)
Multiple liquefaction events may occur if a seabed is subjected to repeated but intermittent wave loadings. This study aimed to investigate the influence of the wave-loading history on the evolution of residual liquefaction in a silty seabed through
Externí odkaz:
https://doaj.org/article/67f4ab01b6ad455cb105a94df6e20cd9
Publikováno v:
Journal of Marine Science and Engineering, Vol 10, Iss 12, p 1799 (2022)
Pile foundations for offshore wind turbines are subjected to large lateral loads. By mounting wings on the perimeter of regular monopiles, winged monopiles have shown better performance in resisting deformation under horizontal loading. However, the
Externí odkaz:
https://doaj.org/article/8d1a3cb2c653460ca731390ad60d6503
Publikováno v:
In Computers and Geotechnics October 2024 174
Publikováno v:
Géotechnique. 73:281-293
A macro-element model for predicting the load–displacement behaviour of a spudcan foundation in clay overlying sand when subjected to combined vertical, horizontal and moment loading is introduced. Observations from detailed drum centrifuge tests t
Publikováno v:
ACM Transactions on Information Systems. 41:1-30
Recently, research on open domain dialogue systems have attracted extensive interests of academic and industrial researchers. The goal of an open domain dialogue system is to imitate humans in conversations. Previous works on single turn conversation
Publikováno v:
2022 IEEE International Conference on Integrated Circuits, Technologies and Applications (ICTA).
Publikováno v:
University of Western Australia
The response of spudcan foundations during penetration through a soft clay layer toward a sand layer is investigated through large deformation finite element analyses. Relationships for the penetration resistance taking account of the evolv-ing soil
Publikováno v:
Géotechnique Letters. 10:498-509
Foundations are commonly situated on layered soil deposits, where the elastic stiffnesses may differ from values calculated using solutions for single-layer elastic media. This paper reports elastic stiffness coefficients for a rigid circular footing
Publikováno v:
Applied Ocean Research. 129:103401
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
The evaluation of the foundation capacity under combined vertical, horizontal, and moment loading is an essential element of the site-specific assessment that ensures mobile jackup rigs are...