Results 11 to 20 of about 17,931 (304)
Research on uplift model test of single pile in sand [PDF]
This paper mainly uses the method of model test to study the ultimate uplift bearing characteristics of a single pile with different length-to-diameter ratios, mainly from the distribution laws of the uplift bearing capacity of the pile, the axial force ...
Huang Liuqing +4 more
doaj +1 more source
Development and Mechanical Property Analysis of a Novel Uplift Pile Incorporating Composite Anchors
This paper presents a novel design for uplift piles incorporating a composite-anchor system. The composite-anchor system consists of steel strands, a non-expansion grouting body, and a high-strength steel pile.
Zongyuan Mao +3 more
doaj +1 more source
Development of a New Uplift Pile with Prestressed Semi-Bonded Composite Anchor
This paper introduces a new type of prestressed uplift pile that adopts the semi-bonded composite anchor as the main reinforcement. An in-situ experimental study was carried out to investigate the new pile’s deformation, stress, bearing capacity, and ...
Zongyuan Mao +4 more
doaj +1 more source
There is growing engineering concern about the base heave and post uplift phenomena in deep excavation in soft clay, which may pose a risk of instability of retaining systems.
Yanbin Gao, Zhouxiang Ding
doaj +1 more source
Research on uplift mechanism of screw pile
This paper uses numerical simulation software to study the bearing characteristics of screw pile with pitch after installation. The selected soil is single layer sandy soil, and the blade is buried in deep burial mode. Based on the numerical simulation results, the vertical bearing characteristics of single spiral pile and ordinary bladeless pile are ...
Yunchen Zhang +4 more
openaire +1 more source
Screw pile design optimisation under tension in sand [PDF]
Many applications in offshore engineering, such as floating or jacket-founded wind turbines or wave energy converters, require a significant uplift capacity of their foundations to be kept in place.
Brown, Michael +4 more
core +2 more sources
Study on the rupture surface morphology and ultimate bearing capacity of a self-anchored test pile
The expression of the ultimate bearing capacity of the upper uplift pile and the lower compressive pile of a self-anchored test pile was obtained by studying their rupture surface morphology.
Lin Zhu, Hailong Ma
doaj +1 more source
Offshore wind energy development is driven by ongoing research and development to determine technological issues connected with offshore wind turbines. A fundamental design difficulty is the offshore wind turbine foundations.
Vignesh Venkatesan +1 more
doaj +1 more source
Frontier exploration and the North Atlantic Igneous Province : new insights from a 2.6 km offshore volcanic sequence in the NE Faroe–Shetland Basin [PDF]
Acknowledgements and Funding This work was funded by Chevron. The authors would like to acknowledge the Chevron West of Shetlands team along with the Joint Venture partners OMV, Faroe Petroleum and Indemitsu for access to data along with permission to ...
Campbell, E. +4 more
core +2 more sources
The squeezed multiple-branch pile is a variable section pile that was built by adding a bearing branch cavity to a constant section pile using expansion and extrusion equipment.
Qingqing Su +3 more
doaj +1 more source

