Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Adrian F.L. Hyde"'
Publikováno v:
Powders and Grains 2001
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::719159219ed1ecb95b9ac835ab2913a3
https://doi.org/10.1201/9781003077497-154
https://doi.org/10.1201/9781003077497-154
Publikováno v:
Geomechanics and Geotechnics of Particulate Media ISBN: 9781315106656
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcf0867b728f92cef217bdf7e27cb597
https://doi.org/10.1201/9781315106656-59
https://doi.org/10.1201/9781315106656-59
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 135:901-913
The existence of large magnitude stresses at the tip of a bearing pile is a well known phenomenon leading to crushing of soil grains and thus affecting pile behavior. Classical foundation design calculations which assume that the soil fails in shear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a41212d575131ceb7de27f68890a1e06
https://doi.org/10.1061/(asce)gt.1943-5606.0000057
https://doi.org/10.1061/(asce)gt.1943-5606.0000057
Autor:
Adrian F.L. Hyde, Michael E. Brown
Publikováno v:
Canadian Geotechnical Journal. 45:425-431
To be able to properly analyse rapid load pile tests in clay soils (e.g., Statnamic) an understanding of the material’s behaviour at elevated shearing rates is required, as clays demonstrate nonlinear shearing resistance as the rate of shearing inc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa01a13061a49c33bb61ea594bc5a4c8
https://doi.org/10.1139/t07-115
https://doi.org/10.1139/t07-115
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 133:416-423
Low plasticity silts are liquefiable and the dissipation of pore pressures after an earthquake will be accompanied by densification and compression of the soil skeleton. Anisotropic rather than isotropic stress distributions are commonly found to exi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0c6072b1b6c096a762ec3a7c0b9a0f3
https://doi.org/10.1061/(asce)1090-0241(2007)133:4(416)
https://doi.org/10.1061/(asce)1090-0241(2007)133:4(416)
Publikováno v:
Géotechnique. 56:627-638
Rapid load testing methods for piled foundations are generally easier and quicker to mobilise than classic static tests, and are less complex to analyse than dynamic load tests. A recently developed rapid load pile testing method known as the Statnam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::403b9202fd056ad60d472d243738189a
https://doi.org/10.1680/geot.2006.56.9.627
https://doi.org/10.1680/geot.2006.56.9.627
Autor:
Adrian F.L. Hyde, Michael E. Brown
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 159:269-273
Limited guidance on usage and methodology is currently available to engineers for the most common rapid load pile test, known as Statnamic. In order to improve the analysis of Statnamic testing in clay soils a full-scale instrumented auger bored pile
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31c78c38af9a6ab8f7fc3e400054a2ee
https://doi.org/10.1680/geng.2006.159.4.269
https://doi.org/10.1680/geng.2006.159.4.269
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 132:611-621
Artificial islands often consist of layers of alluvial clay and reclaimed soil of varying order and thickness. Soft clay layers have nonlinear characteristics and can both amplify and attenuate earthquake ground motions. Liquefied ground impedes prop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e7fb50af103f06b1d95f8a7f40d5f4a
https://doi.org/10.1061/(asce)1090-0241(2006)132:5(611)
https://doi.org/10.1061/(asce)1090-0241(2006)132:5(611)
Autor:
Adrian F.L. Hyde, Alessandro Tarantino
Publikováno v:
Géotechnique. 55:575-584
Using simple direct shear tests on a carbonate sand, an experimental validation has been provided for the Taylor work dissipation equation, modified to include a term for particle breakage. The shear tests have been carried out on monogranular and fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0000d4d073a65c374ec211ff6ee54e90
https://doi.org/10.1680/geot.2005.55.8.575
https://doi.org/10.1680/geot.2005.55.8.575
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 4:11-24
The rate of load application during a Statnamic pile test lies between that for static and dynamic pile tests. Current analysis methods offer excellent correlation between Statnamic and static test results for coarse-grained soils. However, over-pred
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d77a1b8f133cb43a5f12e92ae4232c8a
https://doi.org/10.1680/ijpmg.2004.040102
https://doi.org/10.1680/ijpmg.2004.040102