Use this URL to cite or link to this record in EThOS: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.259095
Title: Progressive instability in strain-softening soil, with particular reference to undrained bearing capacity
Author: Kalteziotis, Nicholas A.
ISNI:       0000 0001 3594 1757
Awarding Body: University of Surrey
Current Institution: University of Surrey
Date of Award: 1981
Availability of Full Text:
Access from EThOS:
Access from Institution:
Abstract:
The object of this work is to investigate the behaviour of surface strip footings resting on an elastic-perfectly plastic or strain-softening soil (clay). The mathematical theory of plasticity as applied to soil mechanics and both the factors that affect strain-softening behaviour and past design are considered in a literature review. For the purpose of the study, a simple elastic-plastic model based on the Tresca criterion in conjunction with the finite element method using constant strain triangular elements has been adopted throughout the investigation. A plane strain finite element program, developed during the course of the work, is described. A new approach called "displacement control method" has been developed to solve the elasto-plastic problem. A feature of considerable importance is that the "displacement control method" seems to provide a complete picture of the load-settle-ment behaviour and a rather accurate determination of the collapse load of the footing bearing on either an elastic-perfectly plastic or strain-softening soil.
Supervisor: Not available Sponsor: Not available
Qualification Name: Thesis (Ph.D.) Qualification Level: Doctoral
EThOS ID: uk.bl.ethos.259095  DOI: Not available
Keywords: Civil engineering
Share: