Use this URL to cite or link to this record in EThOS: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.337791
Title: Modelling the variation of soil stiffness during sequential construction
Author: Dasari, Ganeswara Rao
ISNI:       0000 0001 3405 4478
Awarding Body: University of Cambridge
Current Institution: University of Cambridge
Date of Award: 1996
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Abstract:
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Supervisor: Not available Sponsor: Not available
Qualification Name: Thesis (Ph.D.) Qualification Level: Doctoral
EThOS ID: uk.bl.ethos.337791  DOI:
Keywords: Soil mechanics; Clay; Tunnelling
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