Zobrazeno 1 - 10
of 24
pro vyhledávání: '"M.C. Todisco"'
Autor:
Stefan Steger, Francesco Comiti, M.C. Todisco, Christian Kofler, Stefan Schneiderbauer, Volkmar Mair, I M Nettleton, Marc Zebisch, Stephan Gruber
Publikováno v:
Earth Surface Processes and Landforms. 46:1311-1327
The fronts of two rock glaciers located in South Tyrol (Italian Alps) failed on 13 August 2014, initiating debris flows in their downslope channels. A multimethod approach including climate, meteorological, and ground temperature data analysis, aeria
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39d5f0efd282f868da9b2ba04d92ac17
https://doi.org/10.1002/esp.5099
https://doi.org/10.1002/esp.5099
Autor:
M.C. Todisco, Matthew Richard Coop
Publikováno v:
Soils and Foundations. 59:2070-2082
The last decade has seen an increasing amount of research on so called “transitional” soils that are characterised by incomplete convergence to unique normal compression lines and/or critical state lines in simple laboratory tests. This topic has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f208254fbd408fc215107a3be31dd592
https://doi.org/10.1016/j.sandf.2019.11.014
https://doi.org/10.1016/j.sandf.2019.11.014
Autor:
Sérgio D. N. Lourenço, V. Nardelli, M.C. Todisco, Matthew Richard Coop, C.S. Sandeep, Kostas Senetakis
Publikováno v:
Acta Geotechnica. 13:1355-1367
In this paper, an experimental micromechanical study is presented investigating the contact mechanics and tribological behaviour of highly/completely decomposed tuff granules. The parent material was taken from two locations—named the top and botto
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ac66d6b359692a9e1c8d58cc7a0546e
https://doi.org/10.1007/s11440-018-0656-3
https://doi.org/10.1007/s11440-018-0656-3
Publikováno v:
Soils and Foundations. 57:1096-1102
This study reports on the inter-particle coefficient of friction and tangential stiffness at the contacts of completely decomposed volcanic (CDV) granules taken from a landslide in Hong Kong. Micromechanical sliding experiments were conducted using a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4f65546fc33b7f6f29aaa65e6a5c396
https://doi.org/10.1016/j.sandf.2017.08.034
https://doi.org/10.1016/j.sandf.2017.08.034
Publikováno v:
Tribology International. 111:1-8
The frictional characteristics of granular materials are of major interest in research and practice in geotechnical and petroleum engineering. In this study, micromechanical sliding experiments were conducted at the contacts of crushed limestone grai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::274d9f82e91380ae02ac901a5006f4e1
https://doi.org/10.1016/j.triboint.2017.02.036
https://doi.org/10.1016/j.triboint.2017.02.036
Publikováno v:
Soils and Foundations. 57:126-140
Particle crushing has been recognised as being of key importance for many engineering applications. In soil mechanics, this phenomenon has become crucial for defining a complete framework capable of describing the mechanical behaviour of sands. In th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8de721524a319e49ae5e4c10638b6645
https://doi.org/10.1016/j.sandf.2017.01.009
https://doi.org/10.1016/j.sandf.2017.01.009
Autor:
Matthew Richard Coop, M.C. Todisco
Publikováno v:
Procedia Engineering. 158:110-115
The existence of a unique normal compression, NCL, and critical state line, CSL, for clean sands and clays in the state plane, v-lnp’, is generally assumed. Recently, some soils of either complex grading or mixed mineralogy did not exhibit this con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::351f4c8dd59038cfdf1e2d4137f3346b
Publikováno v:
Granular Matter. 20
A “transitional” mode of soil behaviour implies that dense and loose samples do not converge towards the same volumes within the strains and stresses applied by simple oedometer and triaxial tests. As this behaviour involves soils with different
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c86945369f1eb56c297a0d84781511a6
https://doi.org/10.1007/s10035-018-0786-1
https://doi.org/10.1007/s10035-018-0786-1
Publikováno v:
Géotechnique Letters. 3:59-66
This paper describes a laboratory investigation of the response of coarse-grained soil particles at their contacts. The tests were carried out in a newly developed micromechanical inter-particle loading apparatus capable of imposing and measuring loa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d50b45eccc98174a227ea766c23c1696
https://doi.org/10.1680/geolett.13.00019
https://doi.org/10.1680/geolett.13.00019
Publikováno v:
Soils and Foundations. 57:499
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::119973100b95a5ece06c1dd63c325a9d
https://doi.org/10.1016/j.sandf.2017.07.002
https://doi.org/10.1016/j.sandf.2017.07.002