Thesis on pile foundation

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When designing pile foundations, static design equations, pile driving formulae, static loading tests or stress wave analyses can be employed to estimate the axial capacity of single piles. Both laboratory and field tests show that soil exhibits time-dependent behaviour. An important result is that soil gains additional strength and stiffness with time due to time-dependent processes such as ageing. Similarly, results show that the capacity of piles increases, to a certain extent, with time after installation due to time-dependent processes in the soil.

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Chicago Pile-1 - Wikipedia

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Chicago Pile-1

It appears your Web browser is not configured to display PDF files. Download adobe Acrobat or click here to download the PDF file. Pile foundations have long been used in cold region to support structures and infrastructure situated on frozen grounds. The main issue associated with the present design approaches are that they were developed based on data from limited observational studies on performance of pile foundations in field and lack important information on soil type, ground temperatures, and normal stress conditions.
Search within this collection:. Dynamic response characteristics of reinforced concrete piles under varying levels of vertical and horizontal harmonic excitation are investigated in the present study. The horizontal exciting force applied on the pile cap through the oscillator causes coupled motion to the foundation. Two different types of coupled vibration test are conducted to investigate the effect of the position of the center of gravity of the pile cap-loading system with respect to the position of the horizontal exciting force on the frequency amplitude response of piles. The effects of various influencing parameters, namely, static load on the pile, eccentric moment, length of pile, spacing of pile in a group, embedded condition of pile cap on the nonlinear dynamic response of piles are also investigated.

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