000 02209nam a22002057a 4500
082 _a624.1
_bP152I
100 _aPaked, Amit Kumar
_945651
245 _aInvestigation of Uplift Behaviour of Pile Foundation Supporting Solar PV Structures in Thar Desert
_cby Amit Kumar Paked
260 _aIIT Jodhpur
_bDepartment of Civil and Infrastructure Engineering
_c2023
300 _aix, 60p.
_bHB
500 _aThe increasing global energy demand for economic growth necessitates a shift towards sustainable energy sources, particularly renewable energy. Western Rajasthan holds substantial solar energy potential compared to other regions in India. However, the region's strong wind forces and complex geological terrain raise concerns about the stability of solar structures, particularly the foundations supporting them. Limited research exists on the stability analysis of such foundations. This study focuses on evaluating the uplift capacity of mini piles supporting solar PV panels at the Bhadla solar park in Rajasthan. Mini piles are used due to their short length and are subjected primarily to wind loads. The wind force acting on these piles generates moments that induce rotational forces about their depth, resulting in lateral displacements. Numerical modeling of the soil-pile interaction was conducted using Finite Element Modeling (FEM) software, specifically PLAXIS 2D. Sensitivity and parametric analyses were performed to determine the model parameters influencing the design of mini piles for solar structures. The study investigates the effects of embedment length (l), diameter (d), eccentricity (free-standing length), and soil internal friction angle (φ) on the lateral displacement caused by wind loads. Detailed analysis and discussion of the results are presented to optimize the design and stability of mini piles in supporting solar structures.
650 _aDepartment of Civil and Infrastructure Engineering
_945652
650 _aSolar PV panels
_945653
650 _aSoil-Pile Interaction
_945654
650 _aPLAXIS-2D
_945655
650 _aMTech Theses
_945656
700 _aDammala, Pradeep Kumar
_945657
700 _aPrakash, Patnayakuni Ravi
_945658
942 _cTH
999 _c16619
_d16619