Several islanding detection methods (IDMs) have been presented in the literature, categorised into four main groups: communication-based, passive, active, and hybrid methods [3-5].The first type relies basically
Islanding detection is the major issue in Grid Connected Photovoltaic (PV) System and still it remains a challenge for researchers to interconnect the PV system with the
In this study, the frost jacking characteristics of steel pipe screw piles for photovoltaic support foundations in high-latitude and low-altitude regions are studied via in situ tests and numerical
The general shape of the power-law failure surface is curved, but the value of parameter N is crucial. Different N values will cause changes in the shape of the failure
This study has comprehensively investigated the bearing characteristics of three types of photovoltaic support piles, serpentine piles, square piles, and circular piles, in desert
通过在西北某光伏电站砂砾石场地的现场足尺试验,由竖向位移观察装置及埋设在不同深度处的应力计对加载过程中各试桩的位移变形和轴力变化情况进行了全时动态监测,
In recent years, the advancement of photovoltaic power generation technology has led to a surge in the construction of photovoltaic power stations in desert gravel areas. However, traditional equal cross-section
In this paper results of tension tests on driven fin piles proposed to support the solar panel arrays are presented. The piles consisted of steel open pipe piles with four fins
FS System Pile-Driven Ground Mount Solution. 6 for mid to large-scale photovoltaic installations using any kind of module on the market. • Vertical pull-out load testing • Lateral
The pivotal aspect of pile foundation design encompasses the assessment of its horizontal load-bearing capacity, which is of paramount importance. If ignoring this point, it can affect the
A proper illustration is using helical steel piles to support photovoltaic panels in solar farms (Wang et al., 2016a (Wang et al.,, 2016bWang et al., 2017b). Similar heave tests
"A study on anti-islanding detection algorithms for grid-tied photovoltaic systems," in Optimization of Electrical and Electronic Equipment (OPTIM), 2014 International
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.
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.
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.
The execution of load tests on driven piles and in particular in terms of the number of loading steps, their duration and times of measurement, must be good enough for obtaining conclusions about absolute displacements and residual or non-recoverable displacements.
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.
Pile Driving equipment. Photo 1.- Pile driving equipment Loading device with a minimum capacity of 50 kN that allows to apply the load on the pile in any direction, preferable being operated by a intermediate hoist. Stiff frame for compression tests. Digital dynamometer to measure in any direction with a minimum capacity up to 50 kN.
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