Use this URL to cite or link to this record in EThOS: http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.469959
Title: A theoretical study of the performance of piles
Author: Randolph, Mark Felton
ISNI:       0000 0000 6516 2554
Awarding Body: University of Cambridge
Current Institution: University of Cambridge
Date of Award: 1978
Availability of Full Text:
Access from EThOS:
Full text unavailable from EThOS. Please try the link below.
Access from Institution:
Abstract:
Well proven numerical techniques of analysis have been used to study the manner in which piled foundations deform under working loads. It has been assumed that the soil surrounding the piles may be characterised by suitably chosen elastic constants. This assumption has enabled simple models of the behaviour of single piles under the action of vertical and horizontal loads, to be established; the models have led to more efficient and economic methods of estimating the likely deformation of working piles, and an improved understanding of the manner in which load is transferred from pile to soil. The mode ls for the behaviour of single piles have been extended for the analysis of pile groups by studying the deformation patterns in the soil around a loaded pile. The solutions developed have been extensively checked to ensure that they agree with the results of more sophisticated, computer oriented analyses, and also that they are consistent with the results of model and full-scale pile tests. An attempt has been made, towards the end of the thesis, to estimate the disturbance due to the installation of a pile, particularly as regards the generation of excess pore pressures and the subsequent consolidation.
Supervisor: Not available Sponsor: Not available
Qualification Name: Thesis (Ph.D.) Qualification Level: Doctoral
EThOS ID: uk.bl.ethos.469959  DOI: Not available
Share: