The post-pressure grouting technique has proven to be an effective method to enhance axial resistance. In this paper, field tests were conducted to investigate the performances of large
This article focuses on the production of actual cast-in-place concrete piles as the research object. It provides a detailed description of the production process for pile foundation
1 Introduction. The cast-in-place piles are extensively used as the foundation for high-rise buildings due to their high bearing capacity, wide applicable geological conditions, strong deformation resistance, and low
Augered Cast-in-Place (ACIP) piles were installed for an elevated roadway in the City of Atlanta, as part of the infrastructure improvements for a new stadium project. The design-build project
Request PDF | Flexural performance of cast-in-place concrete-filled steel tube piles under varying axial load | Concrete-filled steel tube (CFST) piles with thin-walled tubes
1 Introduction. The cast-in-place piles are extensively used as the foundation for high-rise buildings due to their high bearing capacity, wide applicable geological conditions,
All reinforcement for cast-in-place pile is included in the of Reinforcing Steel. Reinforcing steel for cast-in-place piles is included in the Bill Closure plate need not be galvanized. oriented
According to Kaneko''s study [27] of 124 buildings in Japan, cast-in-place CFST piles designed for large earthquakes had axial load ratio from − 0. 24 (tension) to 0.29
The whole construction process of four cast-in-place piles in two pile areas was monitored by the intelligent monitoring system, and the changes in the plane positions of pile
Drilled concrete piers and driven steel piles have been, and remain the most typical foundation support forground mountedPV arrays, but more recently there has been a push for "out-of-the
Augered cast-in-place (ACIP) piles, known in Europe as contin uous flight auger piles (and by several other names in the United States) are low-vibration, low-displacement, and frequently
PDF | On Jan 1, 2013, Devin K Harris and others published Evaluation of Constructed, Steel Tubular, Cast-in-Place (CIP) Piling Properties | Find, read and cite all the research you need
The measuring instrument system is mainly composed of five parts: borehole probe ①, integrated control box ②, signal display ③, transmission cable ④ and depth code
Difficulties can be encountered during the installation of a cast-in-place (CIP) pile in bare hard rock located in deep water areas, including the installment of the steel casing and
In order to improve construction productibity of bored cast-in-place concrete piles for structures such as railway viaducts, which have narrow construction space or small overhead clearance,
The invention relates to a cast-in-place pile foundation of a solar cell panel support. The cast-in-place pile foundation of the solar cell panel support is characterized in that on the basis of a
A ground mounted solar panel system is a system of solar panels that are mounted on the ground rather than on the roof of buildings. Photovoltaic solar panels absorb sunlight as a source of
It is vibration free, and a depth of around 18 m can is easily accessible. The diameter of the auger cast-in-situ pile ranges from 40 cm to 100 cm. Figure-4: Auger Cast-In-Situ Pile Displacement
The common forms of photovoltaic support foundations include concrete independent foundations, concrete strip foundations, concrete cast-in-place piles, prestressed high-strength concrete (PHC piles), steel piles and steel pipe screw piles. The first three are cast-in situ piles, and the last three are precast piles.
To study the frost jacking performance of photovoltaic support steel pipe screw pile foundations in seasonally frozen soil areas at high latitudes and low altitudes and prevent excessive frost jacking displacement, this study determines the best geometric parameters of screw piles through in situ tests and simulation methods.
This article focuses on the production of actual cast-in-place concrete piles as the research object. It provides a detailed description of the production process for pile foundation reinforcement cages and quality control methods for reinforcement cages.
In the photovoltaic (PV) solar power plant projects, PV solar panel (SP) support structure is one of the main elements and limited numerical studies exist on PVSP ground mounting steel frames to be a research gap that has not be addressed adequately in the literature.
Photovoltaic support foundations are important components of photovoltaic generation systems, which bear the self-weight of support and photovoltaic modules, wind, snow, earthquakes and other loads.
Considering the thawing settlement of the pile body, within the 25-year service period of the photovoltaic power project, the frost jacking of the pile is approximately 144.68 mm. anti-frost jacking measures are recommended to reduce the impact of frost heaving.
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