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pro vyhledávání: '"R. W. Whittle"'
Simplified stress-strain models applied to data from triaxial and pressuremeter tests on London Clay
Autor:
Paul J Vardanega, Stuart K. Haigh, Malcolm D. Bolton, Assaf Klar, R. W. Whittle, M. G. Williamson
Publikováno v:
Geotechnical Aspects of Underground Construction in Soft Ground ISBN: 9780429321559
The Mobilisable Strength Design (MSD) philosophy has been used in various applications related to underground construction, e.g. for analysis of deep foundation and retaining wall performance. MSD requires simple models for the stress-strain behaviou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f919cadef2259b3427ba66d7fabe0c1
https://doi.org/10.1201/9780429321559-56
https://doi.org/10.1201/9780429321559-56
Publikováno v:
Géotechnique. 56:211-222
To assess the long-term integrity, and hence adequate performance, of landfill lining systems the designer must consider interaction between lining components and the waste body. Information on typical ranges of waste mechanical properties is require
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ba5f7626c76e16a11a8b61c70302980
https://doi.org/10.1680/geot.2006.56.3.211
https://doi.org/10.1680/geot.2006.56.3.211
Publikováno v:
Géotechnique. 55:527-537
A new permeability measurement method using a conventional self-boring pressuremeter (SBP) is described. The SBP self-bores to a predetermined depth. It is then retracted a short way, leaving a well-defined cavity in the ground. Water is pumped into
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6af2c996f862038dfb1f4e474d0b917
https://doi.org/10.1680/geot.2005.55.7.527
https://doi.org/10.1680/geot.2005.55.7.527
Publikováno v:
Géotechnique. 52:55-60
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b62221eed697b2452bf57150fd89c8a
https://doi.org/10.1680/geot.2002.52.1.55
https://doi.org/10.1680/geot.2002.52.1.55
Publikováno v:
Géotechnique. 51:641-645
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fbe4380522d7907ec1fc9e39eb7d1e44
https://doi.org/10.1680/geot.2001.51.7.641
https://doi.org/10.1680/geot.2001.51.7.641
Autor:
R. W. Whittle, Malcolm D. Bolton
Publikováno v:
Géotechnique. 49:133-141
INTRODUCTION This note presents the solution for the undrained expansion of a cylindrical cavity in a non-linear elastic/perfectly plastic soil, using a power law characteristic to describe the decay of stiffness with strain. Two additional soil para
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14271a3dee204d8fbea0f71fb4a9a3b3
https://doi.org/10.1680/geot.1999.49.1.133
https://doi.org/10.1680/geot.1999.49.1.133