Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Daniele Costanzo"'
Publikováno v:
Fracture and Structural Integrity, Vol 14, Iss 52, Pp 247-255 (2020)
The micro-mechanisms involved in the deformation of gypsum rock have for long time interested the scientific world and are still not completely understood. The present work proposes an experimental investigation of strain accommodation in gypsum rock
Externí odkaz:
https://doaj.org/article/e8184d0678dd455eab045ea95a817e48
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
The wide range of gypsum facies observed all over the world and the strong heterogeneity that may be present even within a single facies often cause an inhomogeneous mechanical response that, if neglected, may be particularly dangerous in the framewo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9911213c67e906c40cb2c04fc0f16ffb
https://doi.org/10.1007/s00603-021-02510-2
https://doi.org/10.1007/s00603-021-02510-2
Physical and mechanical properties of building stones can vary due to different degradation mechanisms caused by temperature and chemical agents. The problem of chemical and thermal weathering on marble rocks is an important issue to consider for des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7fa6df520cd7687a9e2ecc89f3c664d7
http://hdl.handle.net/11583/2960723
http://hdl.handle.net/11583/2960723
Autor:
Sabrina Maria Rita Bonetto, Chiara Caselle, Gessica Umili, Anna Maria Ferrero, Daniele Costanzo
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030213589
In the fields of geomechanical researches and applications, the study of mechanical properties of rock materials through laboratory tests is a fundamental milestone in the process of understanding and modeling the mechanical behavior and the stabilit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c33f1f3261cc977986f3a6c5b03881a2
http://hdl.handle.net/2318/1706241
http://hdl.handle.net/2318/1706241
The exploitation of gypsum by both open pit and underground quarries requires a close evaluation of the mechanical features and variability. However, gypsum rock testing often neglects the natural heterogeneity. The result is an inaccurate mechanical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a032a55087fca653135637da9277d127
http://hdl.handle.net/11583/2837373
http://hdl.handle.net/11583/2837373
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 30:1303-1336
In this paper, the performance of different advanced constitutive models for soils is evaluated with respect to the experimentally observed behaviour of a soft reconstituted clay subject to a wide range of loading directions, see (presented in the co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::59f7d097771321f101c9097062c51f73
https://doi.org/10.1002/nag.527
https://doi.org/10.1002/nag.527
Autor:
Fabio Di Francesco, Shirley Coyle, King Tong Lau, N. Taccini, Dermot Diamond, Jacque-Andre Porchet, Deirdre Morris, Daniele Costanzo, Jean Luprano, Pietro Salvo, Maria Giovanna Trivella
Publikováno v:
PervasiveHealth
Coyle, Shirley ORCID: 0000-0003-0493-8963, Morris, Deirdre, Lau, King-Tong ORCID: 0000-0001-7818-7010 , Diamond, Dermot ORCID: 0000-0003-2944-4839 , Taccini, Nicola, Constanzo, Daniele, Salvo, Pietro, Di Francesco, Fabio, Trivella, Maria Giovanna, Porchet, Jacques-André and Luprano, Jean (2009) Textile sensors to measure sweat pH and sweat-rate during exercise. In: Pervasive Health 2009, 1-3 April 2009, London, UK. ISBN 978-963-9799-42-4
Coyle, Shirley ORCID: 0000-0003-0493-8963
Sweat analysis can provide a valuable insight into a person’s well-being. Here we present wearable textile-based sensors that can provide real-time information regarding sweat activity. A pH sensitive dye incorporated into a fabric fluidic system i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a456623bb0e05fc38300349d41d58533
https://doi.org/10.4108/icst.pervasivehealth2009.5957
https://doi.org/10.4108/icst.pervasivehealth2009.5957
Autor:
Renato Lancellotta, Daniele Costanzo
Publikováno v:
Soils and Foundations. 38:251-253
The need to model the behaviour of piled foundations during serviceability state has required a lot of attention paid to analytical methods, in order to consider the interaction between piles and the sorrounding soil. Among the simplified approaches,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f0c1ed8926e35a32aa4181e091734cd2
https://doi.org/10.3208/sandf.38.4_251
https://doi.org/10.3208/sandf.38.4_251
This paper discusses the results of a large experimental program designed to investigate in a systematic manner the main features of the incremental response of fine-grained soils. The results are obtained from triaxial stress probing experiments car
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::69cc60e417b9d5452ad7018595175381
http://hdl.handle.net/11391/160738
http://hdl.handle.net/11391/160738