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Integrity Testing of Three Model Piles with a Pile Cap
Journal of Testing and Evaluation, 2018Abstract Nondestructive pile integrity testing (PIT) methods based on the propagation of sonic/ultrasonic waves have been widely used for the quality assurance of newly constructed drilled shafts. However, application of these techniques for forensic investigations of existing piles may encounter difficulties that are due to the ...
Jiunnren Lai +2 more
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Seismic performance of prestressed concrete piles and pile-pile cap connections
1987The performance, strength and ductility of prestressed concrete piles, and their connection to pile caps, subjected to severe seismic loading are investigated in this thesis. Knowledge of the strength and ductility of the pile within its embedded length in the foundation material is of importance due to the large deformations which can occur during an ...
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Effect of Pile Layout and Pile Cap Thickness on Load Distribution in Piles
2018The paper illustrates, through practical examples, the effect of pile layout and pile cap thickness on the load distribution among different piles in a pile group. Study has been done considering square and rectangular pile cap configurations with different pile cap thickness being considered for each pile arrangement pattern.
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When simulating the response of buildings on piled foundations due to ground vibration, the coupling conditions between the piles, the soil and the building structure may have an important effect on the results. In this paper, the significance of the coupling conditions between the piles and the soil, as well as the interaction assumptions adopted to ...
Conto Quispe, Kenny Fernando +3 more
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Conto Quispe, Kenny Fernando +3 more
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Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation
Acta Geotechnica, 2021Liyuan Tong, Song-Yu Liu
exaly
Closure to “Pile Cap-Pile Group-Soil Interaction”
Journal of the Structural Division, 1982Chandrakant S. Desai +2 more
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Experimental studies of embedment length of precast bridge pier with socket connection to pile cap
Engineering Structures, 2021Zeng Zeng
exaly
Footings, pile caps and retaining walls
2013Introduction For a traditional building or bridge structure, the vertical forces in the walls, columns and piers are carried to the subsoil through a foundation system. The most common system consists of footings. In soft soil, because the bearing capacity is low, piles are needed to transfer the forces from the superstructure to deeper grounds where
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