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Pullout behaviour of model pile and helical pile anchors Subjected to lateral cyclic loading

Canadian Geotechnical Journal, 1994
This paper presents the effect of lateral cyclic loading on the pullout capacity of model and helical piles in clayey soil. The tests were conducted on short rigid model piles in the laboratory in three phases, namely lateral static load tests, lateral cyclic load tests, and vertical pullout tests.
Y.V.S.N. Prasad, S. Narasimha Rao
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Seismic Performance of Helical Piles

World Congress on Civil, Structural, and Environmental Engineering, 2022
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Design of Helical Piles for Heavily Loaded Structures

New Technological and Design Developments in Deep Foundations, 2000
Over the past 20 years the square shaft solid steel helical screw pile has come into expanded use as a permanent deep foundation element in new construction of heavily loaded structures, i.e., column loads in excess of 445 kN (100,000 lbs). This increased use, along with recognition by every national building code in the United States of at least one ...
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Modelling thermal performance of helical steel piles

Helical steel piles (HSPs) are a specialized type ofenergy pile designed to efficiently integrate geothermal energyinto building foundations. Traditionally used as structuralsupports, HSPs can also function as heat exchangers, reducinginstallation costs and complexity compared to conventionalgeothermal systems that require extensive borehole drilling ...
Di Liddo, Anthony   +2 more
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Seismic Response of Helical Pile Groups From Shake Table Experiments

Soil Dynamics and Earthquake Engineering, 2022
Ahmed Elgamal
exaly  

Effect of Helices on Lateral Performance of Helical Pile

9th International Conference on Advanced Composite Materials in Bridges and Structures, 2025, Volume 4
D. Das, A.H.M. M. Billah
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Experimental and Numerical Modelling of Helical Pile Foundation

The abstract for this item has not been populated.
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