Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Roberto Kassouf"'
The behavior of a foundation transversally loaded at the top over highly porous and collapsible soil
Publikováno v:
Dyna, Vol 83, Iss 199, Pp 134-139 (2016)
In geotechnical engineering, the use of caisson foundations transversally loaded at the top is common. This type of foundation is frequently used on high-porosity and collapsible soils, which are common in many regions in Brazil. Because of the limit
Externí odkaz:
https://doaj.org/article/e56f0da12b524875b92b6974af5d14c4
Publikováno v:
Advancements in Geotechnical Engineering ISBN: 9783030629076
The design and execution of works on soft soils represent high complexity and challenges to geotechnicians, since these soils have low bearing capacity. Traditional construction methods require total or partial replacement of low resistance soil by s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87a61fb25a9ca8451b139aef326584a1
https://doi.org/10.1007/978-3-030-62908-3_9
https://doi.org/10.1007/978-3-030-62908-3_9
Publikováno v:
Journal of Materials in Civil Engineering. 31
Problems associated with horizontal loading in foundation structures often occur when the surface soil has particular characteristics like the unsaturated, porous, and collapsible soils tha...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccf6b1e7d4b0d2f7aa0a655f92ab667a
https://doi.org/10.1061/(asce)mt.1943-5533.0002582
https://doi.org/10.1061/(asce)mt.1943-5533.0002582
Publikováno v:
Soil Testing, Soil Stability and Ground Improvement ISBN: 9783319619019
Unsaturated surface soils with porosities above 50% cover great extensions of areas in Midwest Brazil. Because of their large volumes of voids, these soils undergo great strain under loads. In addition, many of these soils are collapsible, i.e., when
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7cee6db5a7e5515781594216471a5191
https://doi.org/10.1007/978-3-319-61902-6_15
https://doi.org/10.1007/978-3-319-61902-6_15
Publikováno v:
Soil Testing, Soil Stability and Ground Improvement ISBN: 9783319619019
In geotechnical engineering, the problem of laterally top-loaded piles occurs frequently. This type of foundation is often used in highly porous, collapsible soils, which are common in several regions of Brazil. Because of the limited information ava
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac8a1ba2b70a6167f8ace13424fb83d1
https://doi.org/10.1007/978-3-319-61902-6_9
https://doi.org/10.1007/978-3-319-61902-6_9