Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Armando Mammino"'
Publikováno v:
Journal of Bridge Engineering. 11:13-20
In the 17th century the town of Chioggia, located in the Italian Venetian Lagoon, was connected to the mainland by an unreinforced masonry bridge called Ponte Lungo (long bridge) composed of an elegant sequence of masonry arches. The bridge withstood
Publikováno v:
Reliability Engineering & System Safety. 70:263-282
When the parameters required to model a rock mass are known, the successive step is the calculation of the rock mass response based on these values of the parameters. If the latter are not deterministic, their uncertainty must be extended to the pred
Publikováno v:
IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide.
This paper reports the study of a viaduct retrofit by means of external post-tensioning. The structure is a steel-concrete box-girder bridge and the retrofit has been necessary mainly owing to an advanced corrosion state which has affected the struct
The Pretunnel technology allows the final or preliminary lining to be built ahead of a tunnel face. The paper shows how this technology has been used for mechanizing the full-face excavation of large tunnels in difficult ground conditions with minimu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::828bcbc37a1e67f92e6017cbb2a6f789
http://hdl.handle.net/11390/1199266
http://hdl.handle.net/11390/1199266
Autor:
Fulvio Tonon, Armando Mammino
Pontesei Dam is a major concrete dam built after World War II across the canyon of Mae Creek (Valle di Zoldo) in the Italian Eastern Alps. Just upstream from the dam, a gully discharges water from steep mountains. The only road serving the dam and th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4a9b11a27f8f0e5db4c6d5181af2bb89
http://hdl.handle.net/11390/1199166
http://hdl.handle.net/11390/1199166
Autor:
Armando Mammino, Fulvio Tonon
The paper describes the geotechnical and structural, reliability-based design of micropile foundations for a factory in Costa Rica, along with its construction issues. The chaotic nature of the very loose soil led the designers to substitute micropil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a76136b480fabda6659002bdb26b6933
http://hdl.handle.net/11390/1199294
http://hdl.handle.net/11390/1199294
In this paper, two questions common in tunnel design are addressed: (i) how to choose an optimum solution when more than one conflicting objective must be achieved; (ii) how to deal with data affected both by imprecision and randomness. Fuzzy Set The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::73c9f566573592fa49494ced4b398937
http://hdl.handle.net/11390/1199148
http://hdl.handle.net/11390/1199148
A fire-safety retrofit was designed for two existing road tunnels in northern Italy. The design alternatives are compatible with the local geomorphology and the existing portal infrastructures. To assess the risk associated with the current condition
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::08c149fbc01d467114014d42b71077e3
http://hdl.handle.net/11390/1196237
http://hdl.handle.net/11390/1196237
Publikováno v:
Geotechnical & Geological Engineering; Sep2005, Vol. 23 Issue 5, p487-518, 32p