Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Giovanni Vannucchi"'
Publikováno v:
Geotechnics, Vol 1, Iss 2, Pp 460-491 (2021)
Colloidal silica (CS) is a kind of nanomaterial used in soil/rock grouting techniques in different branches of civil engineering. Many studies have recently been performed to investigate the potential of CS in improving the mechanical behavior of coh
Externí odkaz:
https://doaj.org/article/758ea888b90c4f5da17b7f3412754a97
Publikováno v:
Bulletin of Earthquake Engineering. 15:3505-3528
The cone penetration test is often used in geological and geotechnical surveys for characterising soil layers and to solve a wide set of geotechnical problems, especially for large scale studies that need to cover as wide an area as possible with mor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b18391f9534c737e7824ea0ee9e807b
https://doi.org/10.1007/s10518-017-0093-y
https://doi.org/10.1007/s10518-017-0093-y
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030213589
Widespread liquefaction phenomena may also occur in surface alluvial intermediate soils composed of alternations of saturated sandy silts, silts, silty and clayey sands, during earthquakes of moderate magnitude as experienced for the 2012 Emilia Roma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f0635c2923cb2d2dec89af674411d16f
https://doi.org/10.1007/978-3-030-21359-6_37
https://doi.org/10.1007/978-3-030-21359-6_37
Publikováno v:
Soil Dynamics and Earthquake Engineering. 86:71-88
In 2012 Northern Italy was hit by a seismic sequence with earthquakes of moderate local magnitudes and shallow hypocentral depths. After the main shocks of May 20, collapse of buildings and lifeline ruptures were widely observed in the epicentral are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dee61442a0810dc5ffdb6bf812630b89
https://doi.org/10.1016/j.soildyn.2016.04.017
https://doi.org/10.1016/j.soildyn.2016.04.017
Publikováno v:
Journal of Performance of Constructed Facilities. 31
This paper summarizes the main aspects of geotechnical modeling and soil–structure interaction analyses performed for the seismic risk assessment of the San Gimignano towers. Morphological,...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b9dabd850c297812646b2ac38e7b01d
https://doi.org/10.1061/(asce)cf.1943-5509.0001041
https://doi.org/10.1061/(asce)cf.1943-5509.0001041
Publikováno v:
Soil Dynamics and Earthquake Engineering. 55:100-107
The beneficial or detrimental effect of seismic soil-structure interaction (SSI) is still a controversial issue. A parametric analysis of the seismic SSI effects of a large number of idealised ordinary shear-type buildings was carried out with some s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::839aa021b36694db8e0680d167db31b8
https://doi.org/10.1016/j.soildyn.2013.09.012
https://doi.org/10.1016/j.soildyn.2013.09.012
Autor:
Michela Marchi, Guido Gottardi, RANALLI, MARCO, Laura Tonni, Claudia Madiai, Giovanni Vannucchi
La rottura dell’argine di un grande fiume come il Po con la conseguente formazione di una breccia è un fenomeno non trascurabile che deve essere messo in conto per una stima corretta del rischio idraulico. La metodologia di analisi presentata, app
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::c8c0417425332911f3a42323ea52536c
http://hdl.handle.net/11585/487966
http://hdl.handle.net/11585/487966
Publikováno v:
World Congress on Civil, Structural, and Environmental Engineering.
For more than 30 years, there has been considerable interest in using CPT also to evaluate the liquefaction resistance of soils. Unfortunately, most of the simplified methods used for liquefaction resistance evaluation only require in situ measuremen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abfdd09cda110f31607253936364be67
https://doi.org/10.11159/icgre16.105
https://doi.org/10.11159/icgre16.105
Publikováno v:
Soil Dynamics and Earthquake Engineering. 36:96-110
This paper presents a seismic microzonation study performed in an area of the Northern Apennines (Italy) in order to reduce the level of risk from landslide hazard, to support decisions in urban planning and to provide useful information for building
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e9789a4664041c8a40b673bb28a501e
https://doi.org/10.1016/j.soildyn.2012.01.006
https://doi.org/10.1016/j.soildyn.2012.01.006
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 141
Significant and widespread liquefaction phenomena were observed after the main shock of the Emilia earthquake (Italy) on May 20, 2012. A considerable number of surveys were subsequently performed to accurately test the susceptibility to liquefaction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::69c7dac5aa8ba8e26758d7090a820a1b
https://doi.org/10.1061/(asce)gt.1943-5606.0001349
https://doi.org/10.1061/(asce)gt.1943-5606.0001349